Vibration response of continuous girder bridge based on wheel⁃deck coherent excitation
|更新时间:2025-05-26
|
Vibration response of continuous girder bridge based on wheel⁃deck coherent excitation
“In the field of bridge dynamics, experts have established a five axle heavy-duty vehicle dynamics model based on the principle of virtual work, providing reference for the dynamic response analysis of long-span continuous beam bridges.”
Journal of Jilin University(Engineering and Technology Edition)Vol. 54, Issue 2, Pages: 436-444(2024)
HAN Zhi-qiang,XIE Gang,ZHUO Ya-juan,et al.Vibration response of continuous girder bridge based on wheel⁃deck coherent excitation[J].Journal of Jilin University(Engineering and Technology Edition),2024,54(02):436-444.
HAN Zhi-qiang,XIE Gang,ZHUO Ya-juan,et al.Vibration response of continuous girder bridge based on wheel⁃deck coherent excitation[J].Journal of Jilin University(Engineering and Technology Edition),2024,54(02):436-444. DOI: 10.13229/j.cnki.jdxbgxb.20220400.
Vibration response of continuous girder bridge based on wheel⁃deck coherent excitation
Vibration characteristics of prefabricated steel-concrete composite beam bridges with clustered grouping bolt connection and analysis of vehicle-bridge coupling
Dynamic response analysis of multiple beam bridge with cracks under moving vehicles
Static and dynamic responses of steel-concrete composite beams
Direct shear strength of UHPC wet joints in precast piers
Distortion effect of supported curved steel box composite girders with corrugated webs and flexible diaphragms
Related Author
FAN Liang
ZENG Wen
WEN Qiang
ZHAO Fu-yu
XU Ying-ming
TAN Guo-jin
JIANG Lin
WU Chun-li
Related Institution
School of Civil Engineering, Chongqing Jiaotong University
State Key Laboratory of Mountain Bridge and Tunnel Engineering, Chongqing Jiaotong University
Southwest Branch, China Construction Eighth Engineering Bureau Co., Ltd.