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

Research output: Chapter in Book/Report/Conference proceedingConference contribution

3 Citations (Scopus)

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)
Title of host publicationProceedings of Engineering Mechanics
Pages1078-1081
Number of pages4
Volume2
StatePublished - 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

Fingerprint

Seismic response
Soil structure interactions

All Science Journal Classification (ASJC) codes

  • Architecture
  • Civil and Structural Engineering

Cite this

Chen, Y. F. (1995). Effects of modeling and analysis methods on seismic responses of curved bridges. In Proceedings of Engineering Mechanics (Vol. 2, pp. 1078-1081)
Chen, Yohchia F. / Effects of modeling and analysis methods on seismic responses of curved bridges. Proceedings of Engineering Mechanics. Vol. 2 1995. pp. 1078-1081
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Chen, YF 1995, Effects of modeling and analysis methods on seismic responses of curved bridges. in Proceedings of Engineering Mechanics. vol. 2, pp. 1078-1081, Proceedings of the 10th Conference on Engineering Mechanics. Part 1 (of 2), Boulder, CO, USA, 5/21/95.

Effects of modeling and analysis methods on seismic responses of curved bridges. / Chen, Yohchia F.

Proceedings of Engineering Mechanics. Vol. 2 1995. p. 1078-1081.

Research output: Chapter in Book/Report/Conference proceedingConference contribution

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Chen YF. Effects of modeling and analysis methods on seismic responses of curved bridges. In Proceedings of Engineering Mechanics. Vol. 2. 1995. p. 1078-1081