A study on modeling of stress-strain relationship and panel points of steel truss bridges used in dynamic response analysis

A. Michitani, Kiyoshi Ono, N. Nishimura

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

Abstract

It is required that the dynamic response analysis should be conducted as the method to evaluate the seismic performance of steel truss bridges according to Japanese seismic design specifications for highway bridges. On the other hand, it is known that the results of the dynamic response analysis are affected by the modeling of stress-strain relationship of steel and panel points of steel truss bridges. However, there are few studies on modeling the stress-strain relationship of steel and panel points used in the dynamic response analysis for evaluating the seismic performance of steel truss bridges. In this study, modeling of stress-strain relationship and panel points of steel truss bridges is focused on and the dynamic response analysis is conducted against one of Level 2 earthquake ground motions. Based on the analysis results, the influence of modeling of the stress-strain relationship and panel points on the analysis results of steel truss bridges is investigated.

Original languageEnglish
Title of host publicationProceedings of the 13th East Asia-Pacific Conference on Structural Engineering and Construction, EASEC 2013
PublisherHokkaido University collection of Scholarly Academic Papers, HUSCAP
Publication statusPublished - 2013
Externally publishedYes
Event13th East Asia-Pacific Conference on Structural Engineering and Construction, EASEC 2013 - Sapporo, Japan
Duration: 2013 Sep 112013 Sep 13

Other

Other13th East Asia-Pacific Conference on Structural Engineering and Construction, EASEC 2013
CountryJapan
CitySapporo
Period13/9/1113/9/13

Fingerprint

Steel bridges
Dynamic response
Highway bridges
Steel
Seismic design
Earthquakes
Specifications

Keywords

  • Dynamic response analysis
  • Panel points
  • Steel truss bridges
  • Stress-strain relationship

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Building and Construction

Cite this

Michitani, A., Ono, K., & Nishimura, N. (2013). A study on modeling of stress-strain relationship and panel points of steel truss bridges used in dynamic response analysis. In Proceedings of the 13th East Asia-Pacific Conference on Structural Engineering and Construction, EASEC 2013 Hokkaido University collection of Scholarly Academic Papers, HUSCAP.

A study on modeling of stress-strain relationship and panel points of steel truss bridges used in dynamic response analysis. / Michitani, A.; Ono, Kiyoshi; Nishimura, N.

Proceedings of the 13th East Asia-Pacific Conference on Structural Engineering and Construction, EASEC 2013. Hokkaido University collection of Scholarly Academic Papers, HUSCAP, 2013.

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

Michitani, A, Ono, K & Nishimura, N 2013, A study on modeling of stress-strain relationship and panel points of steel truss bridges used in dynamic response analysis. in Proceedings of the 13th East Asia-Pacific Conference on Structural Engineering and Construction, EASEC 2013. Hokkaido University collection of Scholarly Academic Papers, HUSCAP, 13th East Asia-Pacific Conference on Structural Engineering and Construction, EASEC 2013, Sapporo, Japan, 13/9/11.
Michitani A, Ono K, Nishimura N. A study on modeling of stress-strain relationship and panel points of steel truss bridges used in dynamic response analysis. In Proceedings of the 13th East Asia-Pacific Conference on Structural Engineering and Construction, EASEC 2013. Hokkaido University collection of Scholarly Academic Papers, HUSCAP. 2013
Michitani, A. ; Ono, Kiyoshi ; Nishimura, N. / A study on modeling of stress-strain relationship and panel points of steel truss bridges used in dynamic response analysis. Proceedings of the 13th East Asia-Pacific Conference on Structural Engineering and Construction, EASEC 2013. Hokkaido University collection of Scholarly Academic Papers, HUSCAP, 2013.
@inproceedings{eb7db3e89a174883be2707a4535ed036,
title = "A study on modeling of stress-strain relationship and panel points of steel truss bridges used in dynamic response analysis",
abstract = "It is required that the dynamic response analysis should be conducted as the method to evaluate the seismic performance of steel truss bridges according to Japanese seismic design specifications for highway bridges. On the other hand, it is known that the results of the dynamic response analysis are affected by the modeling of stress-strain relationship of steel and panel points of steel truss bridges. However, there are few studies on modeling the stress-strain relationship of steel and panel points used in the dynamic response analysis for evaluating the seismic performance of steel truss bridges. In this study, modeling of stress-strain relationship and panel points of steel truss bridges is focused on and the dynamic response analysis is conducted against one of Level 2 earthquake ground motions. Based on the analysis results, the influence of modeling of the stress-strain relationship and panel points on the analysis results of steel truss bridges is investigated.",
keywords = "Dynamic response analysis, Panel points, Steel truss bridges, Stress-strain relationship",
author = "A. Michitani and Kiyoshi Ono and N. Nishimura",
year = "2013",
language = "English",
booktitle = "Proceedings of the 13th East Asia-Pacific Conference on Structural Engineering and Construction, EASEC 2013",
publisher = "Hokkaido University collection of Scholarly Academic Papers, HUSCAP",

}

TY - GEN

T1 - A study on modeling of stress-strain relationship and panel points of steel truss bridges used in dynamic response analysis

AU - Michitani, A.

AU - Ono, Kiyoshi

AU - Nishimura, N.

PY - 2013

Y1 - 2013

N2 - It is required that the dynamic response analysis should be conducted as the method to evaluate the seismic performance of steel truss bridges according to Japanese seismic design specifications for highway bridges. On the other hand, it is known that the results of the dynamic response analysis are affected by the modeling of stress-strain relationship of steel and panel points of steel truss bridges. However, there are few studies on modeling the stress-strain relationship of steel and panel points used in the dynamic response analysis for evaluating the seismic performance of steel truss bridges. In this study, modeling of stress-strain relationship and panel points of steel truss bridges is focused on and the dynamic response analysis is conducted against one of Level 2 earthquake ground motions. Based on the analysis results, the influence of modeling of the stress-strain relationship and panel points on the analysis results of steel truss bridges is investigated.

AB - It is required that the dynamic response analysis should be conducted as the method to evaluate the seismic performance of steel truss bridges according to Japanese seismic design specifications for highway bridges. On the other hand, it is known that the results of the dynamic response analysis are affected by the modeling of stress-strain relationship of steel and panel points of steel truss bridges. However, there are few studies on modeling the stress-strain relationship of steel and panel points used in the dynamic response analysis for evaluating the seismic performance of steel truss bridges. In this study, modeling of stress-strain relationship and panel points of steel truss bridges is focused on and the dynamic response analysis is conducted against one of Level 2 earthquake ground motions. Based on the analysis results, the influence of modeling of the stress-strain relationship and panel points on the analysis results of steel truss bridges is investigated.

KW - Dynamic response analysis

KW - Panel points

KW - Steel truss bridges

KW - Stress-strain relationship

UR - http://www.scopus.com/inward/record.url?scp=84905266295&partnerID=8YFLogxK

UR - http://www.scopus.com/inward/citedby.url?scp=84905266295&partnerID=8YFLogxK

M3 - Conference contribution

BT - Proceedings of the 13th East Asia-Pacific Conference on Structural Engineering and Construction, EASEC 2013

PB - Hokkaido University collection of Scholarly Academic Papers, HUSCAP

ER -