Fracture Feature and Failure Cause Analysis of Cable Wire on Bridges
p.2472
p.2472
A Discussion on the Whole-Life Monitoring Mode of Large Bridge from Construction to Operation
p.2479
p.2479
Bridge Structural Safety Assessment Technology Based on Statistic Analysis
p.2486
p.2486
Translation-Torsion Coupling Analysis on Skew Bridge
p.2492
p.2492
Dynamic Characteristic Analysis Considering of Pile-Soil-Superstructure Interaction Based on Long-Span Cable-Stayed Bridge
p.2497
p.2497
Situ Tests of Bearing Character on Large Diameter Deep Socketed Pile in Qingdao Gulf Bridge
p.2501
p.2501
Vibration Analysis of a Beam with Multiple Cracks
p.2505
p.2505
Research on Surface Cracks Identification of Continuous Steel Box Girder Bridge by Wavelet Analysis of the Strain Mode
p.2509
p.2509
Static and Dynamic Test Detection of Steel Tube Truss Arch Bridge
p.2513
p.2513
Dynamic Characteristic Analysis Considering of Pile-Soil-Superstructure Interaction Based on Long-Span Cable-Stayed Bridge
Abstract:
This article sets up two structural calculation models utilizing lumped mass method, and using MIDAS software: model A and model B. It proves that considering soil-pile-structure interaction has extremely vital significance in seismic response design of long-span cable-stayed bridge.
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Info:
Periodical:
Applied Mechanics and Materials (Volumes 178-181)
Pages:
2497-2500
Citation:
Online since:
May 2012
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© 2012 Trans Tech Publications Ltd. All Rights Reserved
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