Effects of modeling and analysis methods on seismic responses of curved bridges

Research output: Contribution to conferencePaper

3 Scopus citations

Abstract

The paper discusses the effects of various modeling and analysis methods on seismic responses of curved bridges. The important system parameters of bridge length, soil-structure interaction, and bridge skew are considered.

Original languageEnglish (US)
Pages1078-1081
Number of pages4
StatePublished - Jan 1 1995
EventProceedings of the 10th Conference on Engineering Mechanics. Part 1 (of 2) - Boulder, CO, USA
Duration: May 21 1995May 24 1995

Other

OtherProceedings of the 10th Conference on Engineering Mechanics. Part 1 (of 2)
CityBoulder, CO, USA
Period5/21/955/24/95

All Science Journal Classification (ASJC) codes

  • Architecture
  • Civil and Structural Engineering

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  • Cite this

    Chen, Y. (1995). Effects of modeling and analysis methods on seismic responses of curved bridges. 1078-1081. Paper presented at Proceedings of the 10th Conference on Engineering Mechanics. Part 1 (of 2), Boulder, CO, USA, .