Pseudo-dynamic analysis of railway bridges subjected to braking forces

被引：0

作者：

Li, HN ^{[1
]}

Zhu, X ^{[1
]}

机构：

[1] No Jiaotong Univ, Sch Civil Engn & Architecture, Beijing 100044, Peoples R China

来源：

MCCI'2000: INTERNATIONAL SYMPOSIUM ON MODERN CONCRETE COMPOSITES & INFRASTRUCTURES, VOL II | 2000年

关键词：

track-bridge system; braking force; pseudo-dynamic analysis;

D O I：

暂无

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The braking force shared by each abutment or pier of a railway bridge is closely related to the stop positions of the train. Considerable numbers of static or dynamic analysis have to be performed to find the most unfavorable position of the train and the maximum displacement response of the considered abutment or pier. The pseudo-dynamic analysis method developed in this paper needs only one time of dynamic evaluation to give an all course static solution of a track-bridge system.

引用

页码：41 / 46

页数：6

共 50 条

[1] STABILITY OF WATERFRONT RETAINING WALL SUBJECTED TO PSEUDO-DYNAMIC EARTHQUAKE FORCES AND TSUNAMI
Ahmad, Syed Mohd.
Choudhury, Deepankar
JOURNAL OF EARTHQUAKE AND TSUNAMI, 2008, 2 (02) : 107 - 131
[2] Pseudo-dynamic analysis of reinforced soil wall subjected to oblique displacement
Reddy, G. V. Narasimha
Choudhury, D.
Madhav, M. R.
Reddy, E. Saibaba
GEOSYNTHETICS INTERNATIONAL, 2009, 16 (02) : 61 - 70
[3] PSEUDO-DYNAMIC TESTING OF REPAIRED AND RETROFITTED RC BRIDGES
Lavorato, Davide
Nuti, Camillo
FIB SYMPOSIUM PRAGUE 2011: CONCRETE ENGINEERING FOR EXCELLENCE AND EFFICIENCY, VOLS 1 AND 2, 2011, : 451 - 454
[4] A Methodology for the Dynamic Analysis of Railway Bridges Subjected to Vehicular Loads
Abdalla Filho, J. E.
Beghetto, F. L. M.
Remor, J. P. R.
STRUCTURES CONGRESS 2017: BRIDGES AND TRANSPORTATION STRUCTURES, 2017, : 213 - 222
[5] Pseudo-dynamic analysis of stability of layered rock slope subjected to seismic loads
Zhou, W.
Li, H. B.
Liu, Y. Q.
Chai, S. B.
ROCK DYNAMICS: FROM RESEARCH TO ENGINEERING, 2016, : 541 - 546
[6] Dynamic Analysis of Railway Vehicles Subjected to Linear Creep Forces
Zhang Jiye Yang YirenDepartment of Applied Mechanics and Engineering Southwest Jiaotong University Chengdu China
Journal of Southwest Jiaotong University, 1997, (02)
[7] Pseudo-dynamic testing of bridges using non-linear substructuring
Pinto, AV
Pegon, P
Magonette, G
Tsionis, G
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2004, 33 (11): : 1125 - 1146
[8] Dynamic analysis of simply supported PC beam railway bridges under braking force
Li, Hongnian
Zhu, Xi
Ji, Wenyu
2000, Sci Publ House (22):
[9] Simulation analysis of aqueduct pseudo-dynamic testing
Li, Z.-N. (zhn88@263.net), 1600, Nanjing University of Aeronautics an Astronautics (26):
[10] The dynamic analysis of piping systems using pseudo-dynamic techniques
de Melo, FJMQ
Carneiro, JAO
Lopes, HR
Rodrigues, JFD
Gomes, JFS
JOURNAL OF STRAIN ANALYSIS FOR ENGINEERING DESIGN, 2001, 36 (05): : 441 - 451

← 1 2 3 4 5 →