Dynamic Characteristic Analysis Considering of Pile-Soil-Superstructure Interaction Based on Long-Span Cable-Stayed Bridge-Reference-Cited by-同舟云学术

Dynamic Characteristic Analysis Considering of Pile-Soil-Superstructure Interaction Based on Long-Span Cable-Stayed Bridge

Published:2012-05 Issue: Volume:178-181 Page:2497-2500
ISSN:1662-7482
Container-title:Applied Mechanics and Materials
language:
Short-container-title:AMM

Author:

Cao Jing¹

Affiliation:

1. Engineering University of CAPF

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.

Publisher

Trans Tech Publications, Ltd.

Link

https://www.scientific.net/AMM.178-181.2497.pdf

Reference3 articles.

1. Jianchun Zhou, Guangdong Liu: Seismic Analysis Research of Long-span Highway Bridge. submitted to Journal of Bridge construction(1998).

2. Huifa Chen, Lian Duan: Bridge Engineering Seismic (Mechanical Industrial Publications, Beijing, 2008).

3. Shuo Feng: Seismic Response Analysis and Spatial Variation Characteristics Analysis of Long-span Bridges. Zhejiang University, Zhejiang(2005).

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