Design and implementation of load cell bearings to measure dead and live load effects in an aged long span bridge

2010 ◽  
pp. 462-462 ◽  
Author(s):  
N Dubbs ◽  
F Moon ◽  
A Aktan
Keyword(s):  
Load Cell ◽  
Live Load ◽  
Design And Implementation ◽  
Long Span ◽  
Long Span Bridge ◽  
Load Effects

Research on Design Vehicle Load for Long-Span Bridges

2011 ◽  
Vol 90-93 ◽  
pp. 909-914
Author(s):  
Da Lin Hu ◽  
Ding Ding ◽  
Long Gang Chen ◽  
Chun Mei Xia
Keyword(s):  
Simulation Analysis ◽  
Extreme Value Distribution ◽  
Bending Moments ◽  
Long Span Bridges ◽  
Long Span ◽  
Vehicle Load ◽  
Long Span Bridge ◽  
Load Effects ◽  
Vehicle Loads ◽  
Characteristic Values

This paper presents simulation analysis of load effects of bridges under random fleet. Based on actual data of vehicle loads on Guangzhou-Shenzhen Expressway and relevant statistical results, mid-span bending moments of long-span virtual simple-supported beams are calculated. Then probability distribution of the bending moments and extreme value distribution of the load effects within design reference period are obtained. Finally, characteristic values of mid-span bending moments and recommended values of design lane load are calculated, sequentially. The results studied in this paper can be as a reference for long-span bridge design, and also can be a reference for overloading control or weight charge policy.

Strait Crossing Cable Stayed Bridge Girder Evolution

2011 ◽  
Vol 250-253 ◽  
pp. 1407-1417
Author(s):  
Long Guo ◽  
Ai Rong Chen ◽  
Li Ping Xu
Keyword(s):  
Traffic Safety ◽  
Wind Load ◽  
Wind Effect ◽  
Live Load ◽  
Long Span ◽  
Long Span Bridge ◽  
Prime Concern ◽  
Structural Engineer ◽  
Earthquake Load ◽  
Bridge Girder

The design of bridges, in particular long spanned ones, is challenging in the sense that there are many complicated issues to be considered. Amidst the loads to be considered, like dead load, live load, wind load, and earthquake load, the wind load becomes the prime concern for the design of the bridges. The paper will introduce several newly evolved kinds of girder that were based on commonly known physic natural law by structural engineer. Further structural analysis and wind effect research should be done in the future to validate and decide the structural member dimensions. The main problem to be solved in strait crossing bridge is lateral wind load that will effect traffic safety as well as wind effect on structures (statically and dynamically) for long span bridge arrangement.

Handling and Shipping of Long Span Bridge Beams

PCI Journal ◽  
1987 ◽  
Vol 32 (6) ◽  
pp. 86-101 ◽  
Author(s):  
George Laszlo ◽  
Richard R. Imper
Keyword(s):  
Long Span ◽  
Long Span Bridge ◽  
Bridge Beams

scholarly journals Test Research on Toughness Evaluation of Long-span Bridge Welded Joint

2021 ◽  
Vol 787 (1) ◽  
pp. 012192
Author(s):  
Changqing Wu ◽  
Qiming Yu ◽  
Botao Zhu ◽  
Huangyi Ling ◽  
Jiaqi Zheng ◽  
...  
Keyword(s):  
Welded Joint ◽  
Long Span ◽  
Long Span Bridge ◽  
Toughness Evaluation
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