Research on Seismic Behavior of High-pier and Long-span Rigid Frame-continuous Combination Bridge With Corrugated Steel Webs

DOI

10.2991/ifeesd-16.2016.37How to use a DOI?

Keywords

bridge engineering, seismic, corrugated steel webs, frame-continuous combination, high-pier, Pushover analysis

Abstract

Based on a long-span rigid frame-continuous combination bridge with corrugated steel webs, the seismic behavior of finite element model built by Midas Civil is analyzed through Pushover method, and the result is compared with the result from nonlinear time-procedure analysis. The outcome indicates that the bridge is able to meet the demand of E2 earthquake, and the results from the different methods are generally identical.

Copyright

© 2016, the Authors. Published by Atlantis Press.

Open Access

This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

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TY  - CONF
AU  - Wenzhou Wang
AU  - Yili Wang
AU  - Zhan Yang
AU  - Bin Li
PY  - 2016/05
DA  - 2016/05
TI  - Research on Seismic Behavior of High-pier and Long-span Rigid Frame-continuous Combination Bridge With Corrugated Steel Webs
BT  - Proceedings of the 2016 International Forum on Energy, Environment and Sustainable Development
PB  - Atlantis Press
SP  - 212
EP  - 217
SN  - 2352-5401
UR  - https://doi.org/10.2991/ifeesd-16.2016.37
DO  - 10.2991/ifeesd-16.2016.37
ID  - Wang2016/05
ER  -