2025  Vol. 第45卷  No.6
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Traffic Engineering
[216-226] Post-earthquake repair sequence optimization of urban rail transit system
[DONG Zheng-fang1, LI Le-yi1, ZAN Zi-hui2, DAI Peng-xiang1, LI Yun-hua1]
2025 6 [Abstract](169) [PDF:6050KB] (169)[]
[227-236] Influence mechanism of public charging service satisfaction from perspectives of service perception and group heterogeneity
[ZHANG Hua]
2025 6 [Abstract](143) [PDF:1437KB] (143)[]
[1-16] Finite element models and seismic performance evaluation of in-service bridges based on measured data mapping
[ZHOU Mi1,2, WANG Liang1,2, LIU Xu-qi1,2]
2025 6 [Abstract](164) [PDF:6992KB] (164)[]
[17-30] Analysis of temperature field and structural damage of frame bridges under vehicle fire
[LIU Xu-zheng1,2, SHAO Jian-ye2, GUO He3, QIAO Lei3, WU Gang1,2,ZHENG Shang-min1,2, RAO Wen-zhen1]
2025 6 [Abstract](167) [PDF:6384KB] (167)[]
[31-41] Simplified design of nonlinear damper parameters and longitudinal seismic response cable-stayed bridge based on longitudinal double-degree-of-freedom model
[ZOU De-qiang1,2, LIU Xiong2, HU Rui1,3, LI Li-feng1]
2025 6 [Abstract](132) [PDF:3774KB] (132)[]
[42-57] Study on damage mechanism of I-beam-concrete composite girders under blast loading
[WANG Shi-chao1, ZHANG Gang1, JIA Yu-xuan1, LIU Hao-ting1, ZHANG Yong-fei1,NI Ya2, GUO Tong3]
2025 6 [Abstract](158) [PDF:7295KB] (158)[]
[58-73] Effect of hollow ratio on impact performance of concrete-filled double-skin steel tubular
[LIU Biao1, WANG Qiu-wei1,2]
2025 6 [Abstract](172) [PDF:8076KB] (172)[]
[74-86] New control method of pull-out effect during system transformation of self-anchored suspension bridge
[WANG Xiao-ming1, LI Bo2, REN Wen-hui2, TAO Pei3, ZHONG Xing-xing1, LI Chen-xi1,WU Run-han1, YANG Wen-jie1]
2025 6 [Abstract](148) [PDF:5392KB] (148)[]
[87-96] Method of locating grouting voids in prestressed tendon ducts based on second harmonic
[JIA Jun-feng1, LIU Ruo-fei1, ZHANG Long-guan1, LI Sheng-li2, LIU Zi-yong3]
2025 6 [Abstract](128) [PDF:4201KB] (128)[]
[97-106] Analysis method for longitudinal displacement monitoring data of expansion joints based on improved PSO-GMM algorithm
[WU Gang1,2, QIU Jun1, ZHU Tan-yong3, DU Wen-peng1, LIU Xu-zheng1,2, LI Shen4]
2025 6 [Abstract](148) [PDF:2603KB] (148)[]
[107-123] Effect and mechanism of local scour around piers in tandem with skew angle protected by double circular gabions
[QI Hong-liang1,2,3, ZHANG Xue4, PAN Ling-ling5]
2025 6 [Abstract](158) [PDF:13335KB] (158)[]
[124-134] Determining method for shape parameters of dual-ellipsoidal heat source model
[LIU Xiao-guang1,2, ZHU Wei-qing1, YU Qi1, FAN Yong-hui2, ZHOU Bo1, WANG Hao2]
2025 6 [Abstract](137) [PDF:3343KB] (137)[]
[135-142] Research on anti-sliding performance of pin-connected cable clamps of suspension bridges considering influence of suspender forces
[SUN Hong-bin1,2, FENG Li-bo3, SHI Cheng-hong4, ZHANG Peng-fei5, XU Xiang4,ZHANG Wei5, DI Hao3, CHEN Peng5]
2025 6 [Abstract](143) [PDF:2413KB] (143)[]
[143-153] Parameter optimization of pre-tensioned broken-line beam based on improved particle swarm optimization algorithm
[ZHANG Ze-chen, YAN Lei, REN Wei]
2025 6 [Abstract](137) [PDF:3545KB] (137)[]
[154-168] Displacement-restrained reinforcement and performance improvement of multi-span simply-supported beam bridge across strike-slip fault
[SHI Yan1, ZHAO Hao-miao1, CHU Cun-jie2, HAN Jian-ping1,LIU Yun-shuai1, YANG Xiong1]
2025 6 [Abstract](167) [PDF:6638KB] (167)[]
[169-183] Intelligent maintenance decision-making of highway bridge members based on AVOA-MC and comprehensive target value
[XIN Gong-feng1,2, HU Ye-rong1, LONG Guan-xu2, XU Chuan-chang2,LIANG Zhi-qiang1, LIANG Peng1]
2025 6 [Abstract](153) [PDF:4128KB] (153)[]
[184-199] Damage identification of taxiway bridge based on modal parameters
[QI Chun-xiang1, YAN Ju-ju1, ZHANG Run-feng1, DING Cong-cong2, WANG Qiang1]
2025 6 [Abstract](169) [PDF:8303KB] (169)[]
[200-2015] Bridge health assessment based on comprehensive variable weight and multi-source indicator evaluation
[SUN Bo1, XIAO Xiang-jun1, CHEN Yong2,3, WU Tao3, RUAN Wei-dong1]
2025 6 [Abstract](152) [PDF:3844KB] (152)[]