Recent development of design and construction of medium and long span high-speed railway bridges in China

2014 ◽  
Vol 74 ◽  
pp. 233-241 ◽  
Author(s):  
Nan Hu ◽  
Gong-Lian Dai ◽  
Bin Yan ◽  
Ke Liu
Keyword(s):  
High Speed ◽  
High Speed Railway ◽  
Railway Bridges ◽  
Long Span ◽  
Design And Construction

The Long-Span High-Speed Railway Bridges in China

2016 ◽  
Vol 106 (14) ◽  
pp. 14-15
Author(s):  
Zongyu GAO
Keyword(s):  
High Speed ◽  
High Speed Railway ◽  
Railway Bridges ◽  
Long Span

Development of design and construction of high-speed railway bridges in Germany

2018 ◽  
Vol 163 ◽  
pp. 184-196 ◽  
Author(s):  
Chongjie Kang ◽  
Sebastian Schneider ◽  
Marc Wenner ◽  
Steffen Marx
Keyword(s):  
High Speed ◽  
High Speed Railway ◽  
Railway Bridges ◽  
Design And Construction

Vibration Control of Long-Span High-Speed Railway Bridges under Periodic Moving Loading Using Viscoelastic Damper

2003 ◽  
Vol 87 (10) ◽  
pp. 37-43 ◽  
Author(s):  
Jinkyo F. Choo ◽  
Hyun-Moo Koh ◽  
Soo-Chang Kang ◽  
Byung-Suk Kim
Keyword(s):  
Vibration Control ◽  
High Speed ◽  
Viscoelastic Damper ◽  
High Speed Railway ◽  
Railway Bridges ◽  
Long Span

Numerical Model Updating Technique for Estimating Load Carrying Capacities of High Speed Railway Bridges

2016 ◽  
Vol 106 (8) ◽  
pp. 490-497
Author(s):  
Dong-Uk PARK ◽  
Jae-Bong KIM ◽  
Nam-Sik KIM ◽  
Sung-Il KIM
Keyword(s):  
Numerical Model ◽  
High Speed ◽  
Model Updating ◽  
High Speed Railway ◽  
Railway Bridges ◽  
Load Carrying

Semi-active magnetorheological dampers for reducing response of high-speed railway bridges

2014 ◽  
Vol 32 ◽  
pp. 147-160 ◽  
Author(s):  
M. Luu ◽  
M.D. Martinez-Rodrigo ◽  
V. Zabel ◽  
C. Könke
Keyword(s):  
High Speed ◽  
Magnetorheological Dampers ◽  
High Speed Railway ◽  
Railway Bridges

Study on bearing structure and joint seismic resistance of large span non-landing arch on high-speed railway station

2019 ◽  
Author(s):  
Liu Chuanping ◽  
Tianluan Liu ◽  
Jian Jia
Keyword(s):  
High Speed ◽  
Low Frequency ◽  
Large Earthquake ◽  
Scale Model ◽  
Railway Station ◽  
High Speed Railway ◽  
Long Span ◽  
Weak Component ◽  
Double Beam ◽  
Cyclic Loading Tests

<p>The main entrance of Chongqing West Railway Station adopts the non-landing compound arch with a span of 108m. In this paper, the nonlinear finite element theory is applied to analyze the bearing capacity and seismic ductility of the compound arch joints. Low frequency cyclic loading tests are performed on the 1/5 scale model. Based on the calculation and test results, a double beam structure and a section of steel truss are placed in the arch joints to bear the force of the arch. Moreover, the buckling-restrained brace (BRB) is placed in the lower part of the arch that enables most force directly transmit to the foundation of the arch. Unlike BRB’s common use as an inter-column support, it now acts as a buckling constraint support in the large earthquake. For instance, it can be yielded before the frame column to improve earthquake resistance. The research results indicate that the compound arch joint structure successfully accomplishes the seismic design goals of strong joints with weak component. Moreover, the study provides the theoretical basis and design reference for the application of BRB and long-span arch structures in high-speed railway station.</p>

Design of High-Speed Railway Bridges with Earthquakes in the United States

2018 ◽  
Vol 29 (1) ◽  
pp. 18-25 ◽  
Author(s):  
Yinghong Cao ◽  
Todd Ude ◽  
Daniel Getter ◽  
Brendan Gill
Keyword(s):  
United States ◽  
High Speed ◽  
The United States ◽  
High Speed Railway ◽  
Railway Bridges

Temperature Monitoring of High-Speed Railway Bridges in Mountainous Areas

2018 ◽  
Vol 28 (3) ◽  
pp. 288-295 ◽  
Author(s):  
Gonglian Dai ◽  
Yu Tang ◽  
Jinbao Liang ◽  
Linghao Yang ◽  
Y. Frank Chen
Keyword(s):  
High Speed ◽  
Temperature Monitoring ◽  
Mountainous Areas ◽  
High Speed Railway ◽  
Railway Bridges
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