Raum:
IC 4-107
Tel.: 0234 32 -
26557
E-Mail
Beruf:
seit 2009: Apl. Professor am Lehrstuhl für Verkehrswesen – Planung und Management an der Ruhr-Universität Bochum
1999-2009: Privatdozent an der Fakultät für Bauingenieurwesen der Ruhr- Universität Bochum
1995-1999: Hochschulassistent an der Ruhr- Universität Bochum
1985-1995: Wissenschaftlicher Mitarbeiter an der Ruhr- Universität Bochum
Ausbildung:
2009: Berufung zum außerplanmäßigen Professor am Lehrstuhl Verkehrswesen – Planung und Management an der Ruhr-Universität Bochum
1999: Erlangen der Venia legendi an der Fakultät für Bauingenieurwesen der Ruhr- Universität Bochum
1998: Habilitation (Lehrbefähigungsfeststellung) an der Fakultät für Bauingenieurwesen der Ruhr- Universität Bochum
1989: Promotion an der Fakultät für Bauingenieurwesen der Ruhr- Universität Bochum
1983-1985: Weiterbildung in Deutschland (RWTH Aachen, Ruhr- Universität Bochum)
1982-1983: Masterstudium im Fach Verkehrswesen an der Tongji - Universität in Schanghai
1977-1982: Studium im Fach Bauingenieurwesen (Vertiefung Straßen und Brückenbau, Verkehrstechnik) an der Tongji- Universität in Schanghai
Tagungsbeiträge:
[69] Wu, N.; Geistefeldt, J.: Novel Speed-Flow Model based on Queuing Theory and Its Potential Application in Highway Capacity Guidelines. TRB Annual Meeting Compendium of Papers, Preprint No. 23-00383. TRB, National Academies, Washington, D.C., USA, 2023.
[68] Brilon, W.; Wu, N.: Real Entrance Capacity of a Single-lane Roundabout due to Congestion on the Circular Lane. TRB Annual Meeting Compendium of Papers, Preprint No. 23-01254. TRB, National Academies, Washington, D.C., USA, 2023.
[67] Schmitz, J.; Wu, N.; Geistefeldt, J.: A New Model for Estimating the Influence of Pedestrians on the Entry Capacity of Roundabouts. TRB Annual Meeting Compendium of Papers, Preprint No. 23-01251. TRB, National Academies, Washington, D.C., USA, 2023.
[66] Brilon, W.; Wu, N.; Schmitz, J.: Fundamental Diagram for an Intersection: Application for a Roundabout. TRB Annual Meeting Compendium of Papers, Preprint No. 22-01363. TRB, National Academies, Washington, D.C., USA, 2022.
[65] Schmitz, J.; Wu, N.; Geistefeldt, J.: Modeling adjustment factors for Pedestrians and Bicycles on Turning vehicle movements at Signalized Intersections. TRB Annual Meeting Compendium of Papers, Preprint No. 22-02131. TRB, National Academies, Washington, D.C., USA, 2022.
[64] Brilon, W.; Wu, N.; König, R.: Delays and Queue Lengths at Traffic Signals with Two Greens in One Cycle. TRB Annual Meeting Compendium of Papers, Preprint No. 21-00904. TRB, National Academies, Washington, D.C., USA, 2022.
[63] Brilon, W.; Wu, N.: Capacity of Mini Roundabouts: A new Model. TRB Annual Meeting Compendium of Papers, Preprint No. 21-00145. TRB, National Academies, Washington, D.C., USA, 2021.
[62] Wu, N.; Brilon, W.: Some New Developments in TWSC Procedures and Recommendations for a Future Version of Highway Capacity Manual (HCM). TRB Annual Meeting Compendium of Papers, Preprint No. 21-00131 (Best Paper of the Year). TRB, National Academies, Washington, D.C., USA, 2021.
[61] Wu, N.: Freeway Ramp Controls: Capacity Enhancement and Disruption Probability Analysed by Gap-Acceptance and Queuing Models. Proceedings of the 2019 World Transport Convention, Peking, 2019.
[60] Wu, N.; Brilon, W.: Delays of Shared-short Lanes at Unsignalized Intersections Delays of Shared-short Lanes at Unsignalized Intersections. TRB Annual Meeting Compendium of Papers, Preprint No. 19-00877. TRB, National Academies, Washington, D.C., USA, 2019.
[59] Wu, N.; Brilon, W.: Roundabout Capacity Analysis Based on Conflict Technique. TRB Annual Meeting Compendium of Papers, Preprint No. 18-00849. TRB, National Academies, Washington, D.C., USA, 2018.
[58] Wu, N.; Brilon, W.: Roundabout Capacity Based on conflict Technique. Paper presented at the 5th International conference on roundabouts, Green Bay (WI), May 2017,
http://teachamerica.com/RAB17/RAB17papers/RAB175C_BrilonPaper.pdf. TRB, National Academies, Washington, D.C., USA, 2017.
[57] Wu, N.; Giuliani, S.; Geistefeldt, J.: Relationship between Cycle Overflow Probability and Capacity at Signalized Intersections – Application for Delay Estimation. TRB Annual Meeting Compendium of Papers, Preprint No. 17-1974. TRB, National Academies, Washington, D.C., USA, 2017.
[56] Wu, N.: New Features in the 2015 German Highway Capacity Manual (HBS2015). Proceedings of the 14th World Conference on Transport Research, 10-15 July 2016, Shanghai, China.
[55] Wu, N.; Giuliani, S.: Capacity and Delay Estimation at Signalized Intersections under Unsaturated Flow Condition Based on Cycle Overflow Probability. Proceedings of the International Symposium on Enhancing Highway Performance (ISEHP), June 14 - 16, 2016, Berlin, Germany. Transportation Research Procedia (2016), pp. 63-74. DOI: 10.1016/j.trpro.2016.06.006.
[54] Wu, N.; Lemke, K.: The new Procedures for Diverge, Merge, and Small Weaving Segments in the new Version of German Highway Capacity Manual (HBS 2015). Proceedings of the International Symposium on Enhancing Highway Performance (ISEHP), June 14 - 16, 2016, Berlin, Germany. Transportation Research Procedia (2016), pp. 366-377. DOI: 10.1016/j.trpro.2016.06.031.
[53] Lin, D.; Wu, N.; Mao, D.; Tian, Z.: Modeling the Impact of Side-Street Traffic Volume on Major-Street Green Time at Isolated Semi-Actuated Intersections for Signal Coordination Decisions. TRB Annual Meeting Compendium of Papers, Preprint No. 16-1308. TRB, National Academies, Washington, D.C., USA, 2016 (also submitted to 11st Asia Pacific Transportation Development Conference & 29th International Chinese Transportation Professionals Association (ICTPA) Annual Conference, 2016).
[52] Wu, N.; Geistefeldt, J.: Modeling Travel Time for Reliability Analysis in a Freeway Network. TRB Annual Meeting Compendium of Papers, Preprint No. 16-4650. TRB, National Academies, Washington, D.C., USA, 2016.
[51] Wu, N.: Traffic Quality Assessment at Signalized Intersections - Procedures in the New German Highway Capacity Manual (HBS 2015). Proceedings of CICTP 2015: pp. 2474-2485. ASCE, Reston, 2015. doi: 10.1061/9780784479292.228.
[50] Andalibian, R.; Wu, N.; Tian, Z.: Side Street Delay Based Criteria for Determining When a Coordination Timing Plan Should Be On and Off. TRB 2015 Annual Meeting Compendium of Papers, Preprint No. 15-3103. TRB, National Academies, Washington, D.C., USA, 2015.
[49] Wu, N.; Geistefeldt, J.: Standard Deviation of Travel Time in a Freeway Network - a Mathematical Quantifying Tool for Reliability Analysis. Transportation Planning and Modeling (Proceedings of the 14th COTA International Conference of Transportation Professionals, CICTP 2014). August 3-6, 2014, Changsha, China), pp. 3292-3303, ASCE, Reston, 2014. doi: 10.1061/9780784413623.316.
[48] Wu, N.; Geistefeldt, J.: Modelling Reliability in Freeway Networks. TRB Annual Meeting Compendium of Papers, Preprint No. Preprint No. 14-0413. TRB, National Academies, Washington, D.C., USA, 2014
[47] Wu, N.: Modifying Progression Adjustment Factor and Upstream Filtering Adjustment Factor at Signalized Intersections in HCM. TRB Annual Meeting Compendium of Papers, Preprint No. 14-0414. TRB, National Academies, Washington, D.C., USA, 2014.
[46] Andalibian, R.; Tian, Z.; Wu, N.; Saeedeh, F.: Performance Assessment on Noncoordinated Signalized Arterials and Guidelines for Signal Coordination. TRB Annual Meeting Compendium of Papers, Preprint No. 13-1721. TRB, National Academies, Washington, D.C., USA, 2013.
[45] Wu, N.: A Stochastic Model for Reliability Analysis in Freeway Networks. Proceeding of the CICTP 2013, Procedia - Social and Behavioral Sciences, Volume 96, 6 November 2013, Pages 2823–2834.
[44] Wu, N.: Determining Progression Adjustment Factor and Upstream Filtering Adjustment Factor at Signalized Intersections. Proceedings of the 12th COTA International Conference of Transportation Professionals (CICTP 2012). August 3-6, 2012, Beijing, China.
[43] Tian, Z.: Wu, N.: Probability of Capacity Enhancement and Disruption for Freeway Ramp Controls Analysis by Gap-Acceptance and Queuing Models. TRB Annual Meeting Compendium of Papers, Preprint No. 12-0451. TRB, National Academies, Washington, D.C., USA, 2012.
[42] Wu, N.: Estimating Distribution Function of Critical Gaps at Unsignalized Intersections Based on Equilibrium of Probabilities. TRB Annual Meeting Compendium of Papers, Preprint No. 12-0453. TRB, National Academies, Washington, D.C., USA, 2012.
[41] Wu, N.: Long-Term Assessment of Traffic Quality in a Large Freeway Network by Macroscopic Simulation. Proceedings of the 11th International Conference of Chinese Transportation Professionals (ICCTP2011): Towards Sustainable Transportation Systems. August 14-17, 2011, Nanjing, China, 2011. ASCE Conf. Proc. ICCTP 2011. Reston, 2011. doi :10.1061/41186(421)406.
[40] Wu, N.; Lemke K.: A new Model for Level of Service of Freeway Merge, Diverge, and Weaving Segments. Proceedings of the 6th International Symposium on Highway Capacity and Quality of Service Stockholm, Sweden, June 28 - July 1, 2011.
[39] Wu, N.: Modelling Blockage Probability and Capacity of Shared Lanes at Signalized Intersections. Proceedings of the 6th International Symposium on Highway Capacity and Quality of Service. Stockholm, Sweden, June 28 - July 1, 2011.
[38] Wu, N.; Brilon, W.: Modelling Impedance Effects of Left Turners from Major Streets with Shared-Short Lanes at TWSC intersections. TRB Annual Meeting Compendium of Papers, Preprint No. 10-0482. TRB, National Academies, Washington, D.C., USA, 2010.
[37] Wu, N.: ACF Procedure for TWSC Intersections—Extensions and Modifications. Proceedings of the Tenth International Conference of Chinese Transportation Professionals (ICCTP). July 2010. ASCE, Reston, 2010. DOI: 10.1061/41127(382)212.
[36] Wu, N.: Further Development of the German Highway Capacity Manual (HBS2011). In: Proceeding of the ICCTP 2009: Critical Issues in Transportation Systems Planning, Development, and Management, pp. 1-6. August 5-9, 2009, Harbin, China. ASCE Conf. Proc., Reston, 2009. doi: 10.1061/41064(358)201.
[35] Wu, N: Modelling Blockage Probability and Capacity of Share Lanes at Signalized Intersections with Permitted Turning Vehicles. TRB Annual Meeting Compendium of Papers, Preprint No. 09-0150. TRB, National Academies, Washington, D.C., USA, 2009.
[34] Wu, N.; Rakha, H.: Derivation of the van Aerde Traffic Stream Model From Tandem-Queueing Theory. TRB Annual Meeting Compendium of Papers, Preprint No. 09-2124. TRB, National Academies, Washington, D.C., USA, 2009.
[33] Wu, N.: Dimension Calculation Uncertainties in Queuing Models. In: Proceedings of the 2008 International Conference of Chinese Logistics and Transportation Professionals. ASCE, Reston, 2008.
[32] Wu, N.: Determining Capacity of Share Lanes with Permitted Left-turn Movements at Signalized Intersections - Modeling the Effect of Blockage. In: Proceedings of 2008 International Conference on Traffic & Transportation Studies. ASCE, Reston, 2008.
[31] Wu, N.: Optimization of signal timing plans by Equilibrium Technique. Proceeding of the 7th International Conference of Transportation Professionals. Shanghai, China, May 21-23, 2007. Reprinted by ASCE, Reston, 2008.
[30] Wu, N.: Total Capacity of Shared-Short Lanes at Signalized Intersection – a Generalized Approach based on Simulation Study. TRB Annual Meeting Compendium of Papers, Preprint No. 07-0138 (best paper of the year). TRB, National Research Council, Washington D.C., 2007.
[29] Wu, N.: Total Capacity of Shared-Short Lanes at Signalized Intersection – a Generalized Approach based on Simulation Study. In: Proceeding of the Sixth International Conference of Transportation Professional. Dalian, China, June 23-25, 2006.
[28] Wu, N.: Capacity Enhancement and Limitation at Roundabouts with Double-lane or Flared Entries. In: Proceeding of the 5th International Symposium on Highway Capacity and Quality of Service. Yokohama, Japan, July 25 - 29, 2006.
[27] Wu, N.: A New Model for Estimating Critical Gap and Its Distribution at Unsignalized Intersections Based on the Equilibrium of Probabilities. In: Proceeding of the 5th International Symposium on Highway Capacity and Quality of Service. Yokohama, Japan, July 25 - 29, 2006.
[26] Wu, N.: Equilibrium of Lane Flow-Distribution on Motorways. TRB Annual Meeting Compendium of Papers, Preprint No. 06-0287. TRB, National Research Council, Washington, D.C., USA, 2006.
[25] Wu, N.: Impact of traffic regulation on lane flow - distribution and capacity of motorways. In: Proceeding of the Fifth International Conference of Transportation Professionals, Xian, China, June 24-26. China Communications Press (ISBN 7-114-05585-4), Beijing, China, 2005.
[24] Wu, N.; Tian, Z: Determination of Probability of no Disruption and Freeway Volume Threshold for Ramp Metering Based on Gap Acceptance Theory. TRB Annual Meeting Compendium of Papers, Preprint No. 05-0157. TRB, National Research Council, Washington, D.C., USA, 2005.
[23] Wu, N.: Determination of Stochastic Capacity on Freeway and Estimation of Congestion Probabilities. In Boahua, M. et al.(eds.): Proceedings of the International Conference on Traffic and Transportation Studies 2004, Dalian, China, Aug. 2-4, 2004. Science Press, Beijing, 2004.
[22] Wu, N.: Capacity Enhancements and Limitations at Roundabouts with Two-lane or Flared Entries. TRB Annual Meeting Compendium of Papers, Preprint No. 04-2294. TRB, National Research Council, Washington, D.C., USA., 2004.
[21] Brilon, W.; Wu, N.: Two-Stage Gap-Acceptance – some Clarifications. TRB Annual Meeting Compendium of Papers. TRB, National Research Council, Washington, D.C., USA., 2003.
[20] Wu, N.: Application and Verification of Macroscopic and Microscopic Simulation Models - Case Study for NETCELL and VISSIM on Congested Freeway. In Wang, C.P. et al. (eds.): Proceedings of the International Conference on Traffic and Transportation Studies, Beijing, China, July 2002. American Society of Civil Engineering, Reston, USA, 2002.
[19] Wu, N.: Total Capacities at All-Way Stop-Controlled Intersections: Validation and Comparison of Highway Capacity Manual Procedure and Addition-Conflict-Flow Technique. TRB Annual Meeting Compendium of Papers, Preprint No. 02-2582. TRB, National Research Council, Washington, D.C., USA., 2002.
[18] Brilon, W.; Wu, N.: Unsignalized Intersections - A Third Method for Analysis. In Taylor, A.P. (ed.): Transportation and Traffic Theory in the 21st Century, Proceedings of the 15th International Symposium on Transportation and Traffic Theory. Pergamon, Elsevier Science Ltd., New York, Tokyo, Oxford, 2002.
[17] Brilon, W.; Wu, N.: Capacity at Unsignalized Intersections Derived by Conflict Technique. TRB Annual Meeting Compendium of Papers, Preprint No. 01-2167. TRB, National Research Council, Washington, D.C., USA., 2001
[16] Wu, N.: Modeling of Fundamental Diagrams. In Wang. C.P. et al. (eds.): Proceedings of the Second International Conference on Traffic and Transportation Studies, Beijing, China, July 2000. American Society of Civil Engineering, Reston, USA, 2000.
[15] Wu, N.: Determination of Capacity at All-Way Stop-Controlled (AWSC) intersections. TRB Annual Meeting Compendium of Papers, Preprint No. 00-1665. TRB, National Research Board, Washington, D.C., USA., 2000.
[14] Wu, N.: Capacity at AWSC or FIFO intersections. Proceedings of the Fourth International Conference on Highway Capacity, Maui, June 27-July 1, 2000, Transportation Research Circular E-C018. TRB, National Research Council, Washington, D.C., USA., 2000.
[13] Wu, N.: A Universal Procedure for Capacity Determination at Unsignalised Intersections. In Ceder, A. (ed.): Proceedings (Band II) of the 14th International Symposium on Transportation and Traffic Theory, Jerusalem, Israel, 20-23 July 1999. Technion-Israel, Institute of Technology, Haifa, Israel, 1999.
[12] W. Brilon; Wu, N.: Cellular Automata for Highway Traffic Flow Simulation. In Ceder, A. (ed.): Proceedings (Band II) of the 14th International Symposium on Transportation and Traffic Theory, Jerusalem, Israel, 20-23 July 1999. Technion-Israel, Institute of Technology, Haifa, Israel, 1999.
[11] Wu, N.: Theory on Unsignalized Intersections and Its Applications in Germany. Proceedings of the International Symposium on Highway Capacity, Nanjing, China, Oct. 1998. Southeast University, Najing, China, 1998.
[10] Wu, N.: The proposed new version of German Highway Capacity Manual. In Yang. Z. et al. (eds.): Proceedings of the International Conference on Traffic and Transportation Studies, Beijing, China, July 1998. American Society of Civil Engineering, Reston, USA, 1998.
[9] Wu, N.: Development and calibration of a new Cellular Automaton model for simulation of traffic flow on German motorways (Autobahn). In Yang. Z. et al. (eds.): Proceedings of the International Conference on Traffic and Transportation Studies, Beijing, China, July 1998. American Society of Civil Engineering, Reston, USA, 1998.
[8] Wu, N.: Impedance Effects for Streams of Higher Ranks at unsignalized intersections. In Rysgaard, R. (ed.): Proceedings of the Third International Symposium on Highway Capacity, Copenhagen, Denmark, June, 1998. Road Directorate, Copenhagen, Denmark, 1998.
[7] Wu, N.: Estimation of queue lengths and their percentiles at signalized intersections. In Rysgaard, R. (ed.): Proceedings of the Third International Symposium on Highway Capacity, Copenhagen, Denmark, June, 1998. Road Directorate, Copenhagen, Denmark, 1998.
[6] Tian, Z.; Vandenhey, M.; Robinson, B.W.; Kittelson, W.; M. Kyte, M.; Troutbeck, R.; Brilon, W.; Wu, N.: Implementing the Maximum Likelihood Methodology to Measure Driver’s Critical Gap. In Kyte, M. (ed.): Proceedings of the Third International Symposium on Intersections without Traffic Signals, Portland, Oregon, pp. 217 - 229, July 1997. University of Idaho, Moscow, USA, 1997.
[5] Robinson, B.W.; Tian, Z.; Kittelson, W.; Vandenhey, M.; Kyte, M.; Brilon, W.; Wu, N.; Troutbeck, R.: Extensions of Theoretical Capacity Models to Account for Special Effects of Two-Stage Gap Acceptance; Flared Minor-Street Approach; Upstream Signals; Pedestrian Crossings; and Delay to Major-Street Through Vehicles. In Kyte, M. (ed.): Proceedings of the Third International Symposium on Intersections without Traffic Signals, Portland, Oregon, pp. 217 - 229, July 1997. University of Idaho, Moscow, USA, 1997.
[4] Brilon. W.; Wu, N.: Unsignalised Intersections in Germany. In Kyte, M. (ed.): Proceeding of the Third International Symposium on Intersections Without Traffic Signals, Portland, Oregen, USA, July 1997.University of Idaho, Moscow, USA, 1997.
[3] Wu, N.: Capacity of Shared-Short Lanes at Unsignalised Intersections. In Kyte, M. (ed.): Proceeding of the Third International Symposium on Intersections Without Traffic Signals, Portland, Oregen, USA, July 1997. University of Idaho, Moscow, USA, 1997.
[2] Brilon, W.; Wu, N.; Lemke, K.: Capacity at Unsignalized Two-Stage Priority Intersections. TRB Annual Meeting Compendium of Papers. TRB, National Research Council, Washington, D.C., USA., 1996.
[1] Wu. N.: An Approximation for the Distribution of Queue Lengths at Unsignalised Intersections. In Akcelik, R. (ed.): Proceedings of the Second International Symposium on Highway Capacity. Sydney, Australia, Aug. 1994. Australian Road Research Board Ltd., Victoria, Australia, 1994.
Veröffentlichungen in Fachzeitschriften:
[54] Wu, N.; Geistefeldt, J.: Novel Speed-Flow Model based on Queuing Theory and Its Potential Application in Highway Capacity Guidelines. Transportation Research Record (TRBAM 23-00383). TRB, National Academies, Washington, D.C., 2023. DOI: 10.1177/03611981241230.
[53] Brilon, W.; Wu, N.: Real Entrance Capacity of a Single-lane Roundabout due to Congestion on the Circular Lane. Transportation Research Record (TRBAM 23-01254). TRB, National Academies, Washington, D.C., 2023. DOI:10.1177/03611981241230532.
[52] Schmitz, J.; Wu, N.; Geistefeldt, J.: A New Model for Estimating the Influence of Pedestrians on the Entry Capacity of Roundabouts. Transportation Research Record (TRBAM 23-01251). TRB, National Academies, Washington, D.C., 2023. DOI: 10.1177/0361198124123490.
[51] Hu, L.; Li, G.; Wang F.; Lin M.; Wu N.: Research on Test Scenarios of Passenger Cars and Two-Wheelers at Intersections Based on CIDAS Accident Data. Automotive Engineering (Vol.45) No.8, 2023. China Academic Journal Electronic Publishing House, Hayama, 2023, DOI: 10.19562/j.chinasae.qcgc.2023.08.012.
[50] Brilon, W.; Wu, N.; Schmitz, J.: Fundamental Diagram for an Intersection: Application for a Roundabout. Transportation Research Record Volume 2677 (TRBAM-22-01363), Issue 7. TRB, National Academies, Washington, D.C., 2022. DOI:10.1177/03611981231152464.
[49] Schmitz, J.; Wu, N.; Geistefeldt, J.: Modeling adjustment factors for Pedestrians and Bicycles on Turning vehicle movements at Signalized Intersections. Transportation Research Record 2678 (TRBAM-S-22-02131), TRB, National Academies, Washington, D.C., 2022. DOI: 10.1177/03611981231172952
[48] Hu, L.; Wu, X.; Hu, X.; Wang, F.; Wu, N.: Injury severity analysis of electric bike crashes in Changsha, Hunan province: taking different lighting conditions into consideration. Transportation Safety and Environment. Oxford Academic, Oxford, 2022, 0: tdac011. DOI: 10.1093/tse/tdac011.
[47] Hu, L.; Li, H.; Huang, J.; Wang, F.; Lin, M.; Wu, X.; Wu, N.: Investigating the severity of non-urban road traffic accidents in typical regions of Sichuan and Guizhou, China, 2022. Traffic Injury Prevention, Abingdon, 2022. DOI: 10.1080/15389588.2022.2062333.
[46] Wu, N.; Geistefeldt, J.: Ein neues Verkehrsflussmodell basierend auf der Warteschlangentheorie und seine Anwendung für Autobahnen. Straßenverkehrstechnik, 3/2022. Kirschbaum Verlag GmbH, Bonn, 2022.
[45] Brilon, W.; Wu, N.; König, R.: Delays and Queue Lengths at Traffic Signals with Two Greens in One Cycle. Transportation Research Record 2677, Issue 2 (TRBAM-S-21-00904). TRB, National Academies, Washington, D.C., 2022. DOI: 10.1177/03611981221108981.
[44] Brilon, W.; Wu, N.: Capacity of Mini Roundabouts: A new Model. Transportation Research Record Volume 2675, Issue 12 (TRBAM 21-00145). TRB, National Academies, Washington, D.C., 2021. DOI: 10.1177/03611981211030258.
[43] Wu, N.; Brilon, W.: Some New Developments in TWSC Procedures and Recommendations for a Future Version of Highway Capacity Manual (HCM). Transportation Research Record 2675, Issue 9 (TRBAM 21-00131). TRB, National Academies, Washington, D.C., 2021. DOI: 10.1177/03611981211007844.
[42] Wu, N.; Brilon, W.: Delays of Shared-short Lanes at Unsignalized Intersections. Transportation Research Record 2673 (TRBAM 19-00877). TRB, National Academies, Washington, D.C., 2019. DOI: 10.1177/0361198119841561.
[41] Brilon, W.; Wu, N.; Harders, J.: Stellungnahme zum Beitrag „Zur verkehrstechnischen Berechnung von Knotenpunkten mit Lichtsignalanlage nach dem HBS 2015“. Straßenverkehrstechnik, Heft 5 /2018, pp. 346-348. Kirschbaum Verlag GmbH, Bonn, 2018.
[40] Ma, W.; Liu, Y.; Zhao, J.; Wu, N.: Increasing the capacity of signalized intersections with left-turn waiting areas. Transportation Research Part A 105C (2017) pp. 181-196. Amsterdam, 2017. DOI: 10.1016/j.tra.2017.08.021.
[39] Wu, N.; Brilon, W.: Roundabout Capacity Analysis Based on Conflict Technique. Transportation Research Record 2672 (TRBAM 18-00849), Issue 15, pp. 9–22. TRB, National Academies, Washington, D.C., 2017. doi: 10.1177/0361198118788171.
[38] Wu, N.; Giuliani, S.; Geistefeldt, G.: Relationship between Cycle Overflow Probability and Capacity at Signalized Intersections – Application for Delay Estimation. Transportation Research Record 2615 (TRBAM 17-1974). TRB, National Academies, Washington, D.C., 2017. DOI: 10.3141/2615-16.
[37] Wu, N.; Geistefeldt, J.: Modelling Reliability in Freeway Networks. Transportation Research Record 2422 (TRBAM 14-0413), Vol. 2, pp 71-78, TRB, National Academies, Washington, D.C., 2014. DOI 10.3141/2422-08.
[35] Tian, Z.; Wu, N.: Analysis of Capacity Enhancement and Disruption Probability for Freeway Ramp Controls Based on Gap-Acceptance and Queuing Models. Transportation Research Record 2278 (TRBAM 12-0451). TRB, National Academies, Washington, D.C., 2012.
[34] Wu, N.: Estimating Distribution Function of Critical Gaps at Unsignalized Intersections Based on Equilibrium of Probabilities. Transportation Research Record 2286 (TRBAM 12-0453). TRB, National Academies, Washington, D.C., 2012.
[33] Wu, N.; Brilon, W.: Modeling Impedance Effects of Left Turners from Major Streets with Shared-Short Lanes at TWSC intersections. TRB Annual Meeting, (Preprint No. 10-0482, to be published in Transportation Research Record), TRB, National Academies, Washington, D.C., USA, 2010.
[32] Wu, N.: Rakha, H.: Derivation of the van Aerde Traffic Stream Model From Tandem-Queueing Theory. Transportation Research Record 2124 (TRBAM 09-0149). TRB, National Academies, Washington, D.C., USA, 2009.
[31] Prasetijo, J.: Wu, N: Capacity of Unsignalized Intersection Defined by Conflict Technique Method. Modern Applied Science, Vol. 3, No. 4. Canadian Center of Science and Education, Toronto, 2009.
[30] Wu, N.: Gesamtkapazität an signalisierten Knotenpunkten mit kurzen Aufstellfahrstreifen. Straßenverkehrstechnik, Heft 07/2008. Kirschbaum Verlag GmbH, Bonn, 2008.
[29] Brilon, W.; Wu, N.: Kapazität von Kreisverkehren - Aktualisierung. Straßenverkehrstechnik, Heft 05/2008. Kirschbaum Verlag GmbH, Bonn, 2008.
[28] Wu, N.: Total Capacity of Shared-Short Lanes at Signalized Intersection – a Generalized Approach based on Simulation Study. Implementing the Concept of Reliability for Highway Capacity Analysis. Transportation Research Record 2027 (TRBAM 07-0138). Transportation Research Board, Washington D.C., 2007.
[27] Wu, N.: Dimensionsrechnung in Warteschlangenmodellen - Unklarheiten bei der Umrechnung von Fahrzeugen in Pkw-Einheiten. Straßenverkehrstechnik, Heft 10/2006. Kirschbaum Verlag GmbH, Bonn, 2006.
[26] Wu, N.: Equilibrium of Lane Flow-Distribution on Motorways. Transportation Research Record 1965 (TRBAM 06-0287). TRB, National Research Council, Washington, D.C., 2006.
[25] Tian, Z., Wu; N: A probabilistic model for signalized intersection capacity with a short –right-turn lane. Journal of Transportation Engineering, Vol. 132, No. 3, March 2006, pp. 205-212. ASCE, Reston, 2006.
[24] Wu, N.: Evaluierung und Erweiterung von Verfahren zur Bewertung von verkehrsabhängigen, zeitlückengesteuerten Lichtsignalanlagen. Straßenverkehrstechnik, Heft 9/2005. Kirschbaum Verlag GmbH, Bonn, 2005.
[23] Wu, N.: Bemessung und Bewertung von Lichtsignalanlagen -Vergleich zweier neuen Regelwerke HCM 2000 und HBS 2001. Straßenverkehrstechnik, Heft 12/2003. Kirschbaum Verlag GmbH, Bonn, 2003.
[22] Wu, N.: Kapazität und Wartezeit an Knotenpunkten mit der Regelungsart "Rechts-Vor-Links". Straßenverkehrstechnik, Heft 7-8/2003. Kirschbaum Verlag GmbH, Bonn, 2003.
[21] Brilon, W.; Wu, N.: Two-Stage Gap-Acceptance – some Clarifications. Transportation Research Record 1852. TRB, National Research Council, Washington, D.C., 2003.
[20] Tober, J.; Wu, N.: Simulation der Stauentwickelung auf Autobahn mit NETCELL. Straßenverkehrstechnik, Heft 8/2002. Kirschbaum Verlag GmbH, Bonn, 2002.
[19] Wu, N.: Total Capacities at All-Way Stop-Controlled Intersections: Validation and Comparison of Highway Capacity Manual Procedure and Addition-Conflict-Flow Technique. Transportation Research Record 1802 (Paper No. 02-2582). TRB, National Research Council, Washington, D.C., 2002.
[18] Wu, N.: A new Approach for Modeling of Fundamental Diagrams and its Applications. Transportation Research A 36. p. 867-884. Elsevier Science Ltd., New York, Tokyo, Oxford, 2002.
[17] Brilon, W.; Wu, N.: Capacity at Unsignalized Intersections Derived by Conflict Technique. Transportation Research Record 1776. TRB, National Research Council, Washington, D.C., 2001
[16] Wu, N.: A Universal Procedure for Capacity Determination at Unsignalized (priority-controlled) Intersections. Transportation Research B 35, Issue 3. Elsevier Science Ltd., New York, Tokyo, Oxford, 2001.
[15] Wu, N.: Verkehr auf Schnellstraßen im Fundamentaldiagramm - Ein neues Modell und seine Anwendungen. Straßenverkehrstechnik, Heft 8/2000. Kirschbaum Verlag GmbH, Bonn, 2000.
[14] Brilon. W.; Wu, N.: Kalibrierung von Zellular-Automaten für die Simulation des Verkehrsflusses. Straßenverkehrstechnik, Heft 6/2000. Kirschbaum Verlag GmbH, Bonn, 2000.
[13] Wu, N.: Determination of Capacity at All-Way Stop-Controlled (AWSC) intersections. Transportation Research Record 1710. TRB, National Research Board, Washington, D.C., 2000.
[12] Robinson, B.W.; Tian, Z.; Kittelson, W.; Vandenhey, M.; Kyte, M.; Brilon, W.; Wu, N.; Troutbeck, R.: Extensions of Theoretical Capacity Models to Account for Special Effects of Two-Stage Gap Acceptance; Flared Minor-Street Approach; Upstream Signals; Pedestrian Crossings; and Delay to Major-Street Through Vehicles. Transportation Research, A33, Issue: 3-4. Elsevier Science Ltd., New York, Tokyo, Oxford, 1999.
[11] Tian, Z.; Vandenhey, M.; Robinson, B.W.; Kittelson, W.; Kyte, M.; Troutbeck, R.; Brilon, W.; Wu, N.: Implementing the Maximum Likelihood Methodology to Measure Driver’s Critical Gap. Transportation Research, A33, Issue: 3-4. Elsevier Science Ltd., New York, Tokyo, Oxford, 1999.
[10] Brilon. W.; Wu, N.: Capacity at Unsignalized Two-Stage Priority Intersections. Transportation Research, A33, Issue: 3-4. Elsevier Science Ltd., New York, Tokyo, Oxford, 1999.
[9] Wu, N.: Capacity of Shared/Short Lanes at Unsignalised Intersections. Transportation Research, A33, Issue: 3-4. Elsevier Science Ltd., New York, Tokyo, Oxford, 1999.
[8] Breßler, A.; Wu, N.: Typisierung von Ganglinien auf Bundesautobahnen. Straßenverkehrstechnik, Heft 8/1998. Kirschbaum Verlag GmbH, Bonn, 1998.
[7] Brilon. W; Wu, N.; Bonzio, L.: Neue Forschungsergebnisse zur Kapazität von Kreisverkehrsplätzen. Straßenverkehrstechnik, Heft 9/1997. Kirschbaum Verlag GmbH, Bonn, 1997.
[6] Wu, N.: Verteilung der Rückstaulängen an vorfahrtgeregelten Knotenpunkten. Straßenverkehrstechnik, Heft 8/1997. Kirschbaum Verlag GmbH, Bonn, 1997.
[5] Brilon, W.; Wu, N.; Lemke, K.: Leistungsfähigkeit bei zweigeteilter Vorfahrt. Straßenverkehrstechnik, Heft 6/1996. Kirschbaum Verlag GmbH, Bonn, 1996.
[4] Wu, N.: Rückstaulängen an Lichtsignalanlagen unter verschiedenen Verkehrsbedingungen. Straßenverkehrstechnik, Heft 5/1996. Kirschbaum Verlag GmbH, Bonn, 1996.
[3] Brilon, W.; Wu, N.; Lemke, K.: Capacity at Unsignalized Two-Stage Priority Intersections. Transportation Research Record 1555. TRB, National Research Council, Washington, D.C., 1996.
[2] Wu, N.: Wartezeit an festzeitgesteuerten Lichtsignalanlagen unter zeitlich veränderlichen (Instationarität) Verkehrsbedingungen. Straßenverkehrstechnik, Heft 3/1992. Kirschbaum Verlag GmbH, Bonn, 1992.
[1] Brilon, W.; Wu, N.: Delays at fixed-time traffic signal under time-dependent traffic conditions. Traffic Engineering and Control, 12/1990. Hemming Group Ltd., London, 1990.
Veröffentlichungen in Schriftenreihen:
[7] Wu, N.: Modellierung von vorfahrtgeregelten Knotenpunkten. In: Schriftenreihe des Lehrstuhls für Verkehrswesen der Ruhr-Universität Bochum, Heft 38, Seiten 53-106. Ruhr-Universität Bochum, Bochum, 2013.
[6] Brilon, W.; Wiethold, Th.; Wu, N.: Kriterien für die Einsatzbereiche von Grünen Wellen und verkehrsabhängigen Steuerungen. In Bundesanstalt für Straßenwesen (Hrg.): Berichte der Bundesanstalt für Straßenwesen, Helft V163. Wirtschaftsverlag NW, Verlage für neue Wissenschaft GmbH, Bremerhafen, 2007.
[5] Wu, N.: Optimierung von Signalzeitenplänen nach dem Gleichgewichtsprinzip (Habilitationsschrift). Schriftenreihe des Lehrstuhls für Verkehrswesen der Ruhr-Universität Bochum, Heft 20. Ruhr-Universität Bochum, Bochum, 1999
[4] Brilon, W.; Wu, N.: Evaluation of cellular automata for Traffic flow Simulation on Freeways and Urban Streets. Stadt Region Land, Nr. 66. Institut für Stadtbauwesen, RWTH Aachen, 1998.
[3] Brilon. W.; Wu, N.: Knotenpunkte mit Lichtsignalanlage. In W. Brilon, M. Großmann und H. Blanke (eds.): Verfahren für die Berechnung der Leistungsfähigkeit und Qualität des Verkehrsablaufes auf Straße, Kapitel 7, Forschung Straßenbau und Straßenverkehrstechnik, Heft 669. Kirschbaum Verlag GmbH, Bonn, 1994.
[2] Brilon, W.; Wu, N.: Untersuchung einer Verkehrsführung an Autobahnbaustellen mit drei Fahrstreifen, bei der der mittlere Fahrstreifen in wechselnder Richtung benutzt werden kann. Forschung Straßenbau und Straßenverkehrstechnik, Heft 623. Kirschbaum Verlag GmbH, Bonn, 1992.
[1] Wu, N.: Wartezeit und Leistungsfähigkeit von Lichtsignalanlagen unter Berücksichtigung von Instationarität und Teilgebundenheit des Verkehrs (Dissertation). Schriftenreihe des Lehrstuhls für Verkehrswesen der Ruhr-Universität Bochum, Heft 8. Ruhr-Universität Bochum, Bochum, 1990.
Buchbeiträge:
[1] Brilon, W.; Wu, N.: Evaluation of Cellular automaton for Traffic Flow Simulation on Freeway and Urban Streets. In W. Brilon, F. Huber, M. Schreckenberg, H. Wallentowitz (Eds.): Traffic and Mobility. Springer Verlag, Berlin, Heidelberg, New York, 1999.
CD-Publikationen:
[3] Wu, N.: Capacity Enhancements and Limitations at Roundabouts with Two-lane or Flared Entries. TRB Annual Meeting 2004 (Paper 04-2294) Ruhr-Universität Bochum, Bochum, 2003.
[2] Wu, N.; Tian, Z: Determination of Probability of no Disruption and Freeway Volume Threshold for Ramp Metering Based on Gap Acceptance Theory TRB 2005 Annual Meeting, Preprint No. 05-0157.TRB, National Research Council, Washington, D.C., USA.
[1] Wu, N: Modeling Blockage Probability and Capacity of Share Lanes at Signalized Intersections with Permitted Turning Vehicles. TRB 2009 Annual Meeting, Preprint No. 09-0150. TRB, National Academies, Washington, D.C., USA, 2009.
Sonstige Publikationen:
[34] Wu, N.: Neue Mess- und Schätzverfahren zur Ermittlung der Grenz- und Folgezeitlücke an vorfahrtgeregelten Knotenpunkten. Arbeitsblätter des Lehrstuhls für Verkehrswesen, Nr.38. Ruhr-Universität Bochum, Bochum, 2023.
[33] Wu, N.: Teil A: Impedanzfaktor am Kreisverkehrsplätzen aufgrund der querenden Fußgänger an Kreiszufahrten; Teil B: Modellierung des Einflusses der ausfahrenden Fahrzeige an Zufahrtkapazität des Kreisverkehrs. Arbeitsblätter des Lehrstuhls für Verkehrswesen, Nr.37. Ruhr-Universität Bochum, Bochum, 2022.
[32] Wu, N,: Teil A: Modellierung der Einflussfaktoren von Fußgängern und Radfahrern an LSA Ergebnis; Teil B: Kapazität an signalisierten mehrstreifigen Zufahrten mit Kurzaufstellfahrstreifen. Arbeitsblätter des Lehrstuhls für Verkehrswesen, Nr.36. Ruhr-Universität Bochum, Bochum, 2022.
[31] Geistefeldt, J.; Wu, N.; Schmitz, J.; Vieten, M.; Stephan, N.: Aktualisierung der Verfahren zur Bewertung der Verkehrsqualität an Knotenpunkten mit LSA. Forschungsauftrag FE 03.0569/2018/DGB der Bundesanstalt für Straßenwesen. 2022.
[30] Keller, M.; Schmotz, M.; Bärwolff, M.; Kühn, B.; Geistefeldt, J.; Wu, N.; Schmitz, J.: Aktualisierung der Berechnungsverfahren zur Kapazität von Kreisverkehren. Forschungsauftrag FE 03. FE 02.0425/2018 der Bundesanstalt für Straßenwesen. 2022.
[29] Wu, N.: Neue Modellvorstellung der wartezeitbasierten q-V-Beziehung und deren Anwendung im HBS. Arbeitsblätter des Lehrstuhls für Verkehrswesen, Nr.35. Ruhr-Universität Bochum, Bochum, 2019.
[28] Wu, N.; Brilon, W.: Delays and Queue Lengths of Shared Short-lanes at Unsignalized Intersections (Working Paper with Additional Materials to TRB 19-00877). Arbeitsblätter des Lehrstuhls für Verkehrswesen, Nr.34. Ruhr-Universität Bochum, Bochum, 2019.
[27] Wu, N.; Tian, Z.: Modelling the Gap Detection Methods for Multilane Detections with Actuated Traffic Signals. Arbeitsblätter des Lehrstuhls für Verkehrswesen, Nr.33. Ruhr-Universität Bochum, Bochum, 2010.
[26] Wu, N.: ACF Procedure for TWSC Intersections - Extensions and Modifications. Arbeitsblätter des Lehrstuhls für Verkehrswesen, Nr.32. Ruhr-Universität Bochum, Bochum, 2009.
[25] Wu, N.: Blockeffekt innerhalb eines Mischstroms durch bedingt verträgliche Abbiegeströme an Knotenpunkten mit LSA – Berechnung der Kapazität vom Mischfahrstreifen. Arbeitsblätter des Lehrstuhls für Verkehrswesen, Nr.31. Ruhr-Universität Bochum, Bochum, 2007.
[24] Wu, N.: Schätzverfahren für den Verkehrszustand an LSA unter Verwendung von Detektoren an der Haltelinie oder haltelinienahen Detektoren in Verbindung mit der Warteschlangentheorie. Arbeitsblätter des Lehrstuhls für Verkehrswesen, Nr.30, Teil B. Ruhr-Universität Bochum, Bochum, 2005.
[23] Wu, N.: Dimensionsrechnung in Warteschlangenmodellen - Unklarheiten bei der Anwendung in der Straßenverkehrstechnik und Klarstellung der Wartezeitformeln im HBS und im HCM. Arbeitsblätter des Lehrstuhls für Verkehrswesen, Nr.30, Teil A. Ruhr-Universität Bochum, Bochum, 2005.
[22] Wu, N.: Equilibrium and dynamic Development of Lane Flow-Distribution on Motorways. Arbeitsblätter des Lehrstuhls für Verkehrswesen, Nr.29. Ruhr-Universität Bochum, Bochum, 2005.
[21] Wu, N.: Capacity of Two-Stage Queuing systems - Generalization and Extension. Arbeitsblätter des Lehrstuhls für Verkehrswesen, Nr.28, Teil II. Ruhr-Universität Bochum, Bochum, 2004.
[20] Wu, N.: Two-Stage Warteschlangensystem – Klarstellung der theoretischen Herleitung und mögliche Anwendungen. Arbeitsblätter des Lehrstuhls für Verkehrswesen, Nr.28, Teil I. Ruhr-Universität Bochum, Bochum, 2004.
[19] Wu, N.: Evaluierung und Erweiterung von Verfahren zur Bewertung von verkehrsabhängigen, zeitlückengesteuerten Lichtsignalanlagen. Arbeitsblätter des Lehrstuhls für Verkehrswesen, Nr.27. Ruhr-Universität Bochum, Bochum, 2004.
[18] Wu, N.: Capacity of Two-Stage Queuing systems - Generalization and Extension. Arbeitsblätter des Lehrstuhls für Verkehrswesen, Nr.28, Teil II. Ruhr-Universität Bochum, Bochum, 2004.
[17] Wu, N.: Determination of probability of no disruption and freeway volume threshold for ramp metering based on gap acceptance theory. Arbeitsblätter des Lehrstuhls für Verkehrswesen, Nr.25, Part A. Ruhr-Universität Bochum, Bochum, 2003.
[16] Wu, N.: Neue Verfahren zur Ermittlung von Grenzzeitlücken an vorfahrtgeregelten Knotenpunkten. Arbeitsblätter des Lehrstuhls für Verkehrswesen, Nr.24, Teil B. Lehrstuhl für Verkehrswesen, Ruhr-Universität Bochum, 2003.
[15] Wu, N.: Bemessung und Bewertung von Lichtsignalanlagen -Vergleich zweier neuen Regelwerke HCM 2000 und HBS 2001. Arbeitsblätter des Lehrstuhls für Verkehrswesen, Nr.24, Teil A. Lehrstuhl für Verkehrswesen, Ruhr-Universität Bochum, 2003.
[14] Wu, N.: New approaches for estimation critical gaps at intersection without traffic signals. Unpublished Manuscript. To be submitted to Transportation Research. Lehrstuhl für Verkehrswesen, Ruhr-Universität Bochum, 2003.
[13] Wu, N.; Tian. Z.: Determining probability of no disruption and freeway volume threshold for ramp metering based on gap acceptance theory. Unpublished Manuscript submitted to Transportation Research. Lehrstuhl für Verkehrswesen, Ruhr-Universität Bochum, 2003.
[12] Kapazität der Zufahrten an signalisierten Knotenpunkten mit kurzen Aufstellfahrstreifen. Arbeitsblätter des Lehrstuhls für Verkehrswesen, Nr.23. Ruhr-Universität Bochum, Bochum, 2003.
[11] Wu, N.: A new Approach for Modeling of Fundamental Diagrams and its Applications (Manuscript of the presentation at the German-Dutch-Finish Seminar on Traffic Engineering April 3-4, 2000, Bochum). Arbeitsblätter des Lehrstuhls für Verkehrswesen, Nr.20. Ruhr-Universität Bochum, Bochum, 2000.
[10] Wu, N.: Verkehr auf Schnellstraßen im Fundamentaldiagramm - Ein neues Modell und seine Anwendungen (Manuskript der Antrittsvorlesung am 20.10.1999). Arbeitsblätter des Lehrstuhls für Verkehrswesen, Nr.20. Ruhr-Universität Bochum, Bochum, 2000.
[9] Wu, N.: Capacity at All-Way Stop-Controlled (AWSC) and First-In-First-Out (FIFO) intersections (including Examples of Calculations). Arbeitsblätter des Lehrstuhls für Verkehrswesen, Nr.19. Ruhr-Universität Bochum, Bochum, 1999.
[8] Wu, N.: Verteilung der Rückstaulängen im M/D/1-Warteschlangensystem und ihre Anwendung in der Praxis. Arbeitsblätter des Lehrstuhls für Verkehrswesen, Nr.17. Ruhr-Universität Bochum, Bochum, 1999.
[7] Wu, N.: Leistungsfähigkeit an All-Way Stop-Controlled (AWSC) Knotenpunkten. Arbeitsblätter des Lehrstuhls für Verkehrswesen, Nr.16. Ruhr-Universität Bochum, Bochum, 1998.
[6] Wu, N.: Eine universelle Formel zur Berechnung der Leistungsfähigkeit an Kreisverkehrsplätzen. Arbeitsblätter des Lehrstuhls für Verkehrswesen, Nr.13. Ruhr-Universität Bochum, Bochum, 1998.
[5] Wu, N.: Allgemeine Rechenprozeduren für die Leistungsfähigkeit an Knotenpunkten ohne Lichtsignalanlagen. Arbeitsblätter des Lehrstuhls für Verkehrswesen, Nr.12. Ruhr-Universität Bochum, Bochum, 1998.
[4] Brilon, W.; Reichardt, G,; Westphal, S.; Wu, N.: Handbuch für die Bemessung von Straßenverkehrsanlagen. Schlussbericht zum Forschungsauftrag FE-Nr. 02.171 R96A im Auftrag der Bast. Ruhr-Universität Bochum, Bochum, 1997.
[3] Wu, N.: Leistungsfähigkeit der Mischspuren mit kurzem Stauraum an Knotenpunkten ohne Lichtsignalanlagen. Arbeitsblätter des Lehrstuhls für Verkehrswesen, Nr.11. Ruhr-Universität Bochum, Bochum, 1996.
[2] Wu. N.: Verteilung der Rückstaulängen an Knotenpunkten ohne Lichtsignalanlagen. Arbeitsblätter des Lehrstuhls für Verkehrswesen, Nr. 7. Ruhr-Universität Bochum, Bochum, 1993.
[1] Wu, N.: Rückstaulängen an Lichtsignalanlagen unter verschiedenen Verkehrsbedingungen. Arbeitsblätter des Lehrstuhls für Verkehrswesen, Nr. 6.Ruhr-Universität Bochum, Bochum, 1992.
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