Ultimate behavior of steel cable-stayed bridges - II. Parametric study -

Seungjun Kim, Deok Hee Won, Young Jong Kang

Research output: Contribution to journalArticle

3 Citations (Scopus)

Abstract

This paper presents the characteristics of the ultimate behavior of steel cable-stayed bridges through considering various geometric parameters. Steel cable-stayed bridges show complex ultimate behavior, because of their geometric characteristics and various nonlinearities. In this study, the patterns of the ultimate behavior of steel-cable stayed bridges under the critical live load case are classified. In addition, the effects of various geometric parameters on the ultimate behavior, such as cable-arrangement type, height of the girder and mast, and area of the stay cables, are studied. For rational analytical research, the analysis method suggested in the previous paper, Ultimate behavior of steel cable-stayed bridges-I. Rational ultimate analysis method (Kim et al., 2016), is mainly used. Using the analysis method, the main geometric and material nonlinearities, such as the cable sag effect, beam-column effect of the girder and mast, large-displacement effect, girder-mast-cable interaction, and gradual yield effect of steel members, are reflected and considered in the analytical research. After the analytical study, the characteristics of the change of ultimate mode and load carrying capacity are investigated, with respect to the change of various geometric parameters.

Original languageEnglish
Pages (from-to)625-636
Number of pages12
JournalInternational Journal of Steel Structures
Volume16
Issue number2
DOIs
Publication statusPublished - 2016 Jun 1

Fingerprint

Cable stayed bridges
Steel bridges
Cables
Load limits
Steel

Keywords

  • cable-stayed bridges
  • generalized displacement control method
  • initial shape analysis
  • nonlinear analysis
  • refined plastic hinge method

ASJC Scopus subject areas

  • Civil and Structural Engineering

Cite this

Ultimate behavior of steel cable-stayed bridges - II. Parametric study -. / Kim, Seungjun; Won, Deok Hee; Kang, Young Jong.

In: International Journal of Steel Structures, Vol. 16, No. 2, 01.06.2016, p. 625-636.

Research output: Contribution to journalArticle

@article{84d2976217084576a20876eaa73bcc7f,
title = "Ultimate behavior of steel cable-stayed bridges - II. Parametric study -",
abstract = "This paper presents the characteristics of the ultimate behavior of steel cable-stayed bridges through considering various geometric parameters. Steel cable-stayed bridges show complex ultimate behavior, because of their geometric characteristics and various nonlinearities. In this study, the patterns of the ultimate behavior of steel-cable stayed bridges under the critical live load case are classified. In addition, the effects of various geometric parameters on the ultimate behavior, such as cable-arrangement type, height of the girder and mast, and area of the stay cables, are studied. For rational analytical research, the analysis method suggested in the previous paper, Ultimate behavior of steel cable-stayed bridges-I. Rational ultimate analysis method (Kim et al., 2016), is mainly used. Using the analysis method, the main geometric and material nonlinearities, such as the cable sag effect, beam-column effect of the girder and mast, large-displacement effect, girder-mast-cable interaction, and gradual yield effect of steel members, are reflected and considered in the analytical research. After the analytical study, the characteristics of the change of ultimate mode and load carrying capacity are investigated, with respect to the change of various geometric parameters.",
keywords = "cable-stayed bridges, generalized displacement control method, initial shape analysis, nonlinear analysis, refined plastic hinge method",
author = "Seungjun Kim and Won, {Deok Hee} and Kang, {Young Jong}",
year = "2016",
month = "6",
day = "1",
doi = "10.1007/s13296-016-6028-7",
language = "English",
volume = "16",
pages = "625--636",
journal = "International Journal of Steel Structures",
issn = "1598-2351",
publisher = "Korean Society of Steel Construction",
number = "2",

}

TY - JOUR

T1 - Ultimate behavior of steel cable-stayed bridges - II. Parametric study -

AU - Kim, Seungjun

AU - Won, Deok Hee

AU - Kang, Young Jong

PY - 2016/6/1

Y1 - 2016/6/1

N2 - This paper presents the characteristics of the ultimate behavior of steel cable-stayed bridges through considering various geometric parameters. Steel cable-stayed bridges show complex ultimate behavior, because of their geometric characteristics and various nonlinearities. In this study, the patterns of the ultimate behavior of steel-cable stayed bridges under the critical live load case are classified. In addition, the effects of various geometric parameters on the ultimate behavior, such as cable-arrangement type, height of the girder and mast, and area of the stay cables, are studied. For rational analytical research, the analysis method suggested in the previous paper, Ultimate behavior of steel cable-stayed bridges-I. Rational ultimate analysis method (Kim et al., 2016), is mainly used. Using the analysis method, the main geometric and material nonlinearities, such as the cable sag effect, beam-column effect of the girder and mast, large-displacement effect, girder-mast-cable interaction, and gradual yield effect of steel members, are reflected and considered in the analytical research. After the analytical study, the characteristics of the change of ultimate mode and load carrying capacity are investigated, with respect to the change of various geometric parameters.

AB - This paper presents the characteristics of the ultimate behavior of steel cable-stayed bridges through considering various geometric parameters. Steel cable-stayed bridges show complex ultimate behavior, because of their geometric characteristics and various nonlinearities. In this study, the patterns of the ultimate behavior of steel-cable stayed bridges under the critical live load case are classified. In addition, the effects of various geometric parameters on the ultimate behavior, such as cable-arrangement type, height of the girder and mast, and area of the stay cables, are studied. For rational analytical research, the analysis method suggested in the previous paper, Ultimate behavior of steel cable-stayed bridges-I. Rational ultimate analysis method (Kim et al., 2016), is mainly used. Using the analysis method, the main geometric and material nonlinearities, such as the cable sag effect, beam-column effect of the girder and mast, large-displacement effect, girder-mast-cable interaction, and gradual yield effect of steel members, are reflected and considered in the analytical research. After the analytical study, the characteristics of the change of ultimate mode and load carrying capacity are investigated, with respect to the change of various geometric parameters.

KW - cable-stayed bridges

KW - generalized displacement control method

KW - initial shape analysis

KW - nonlinear analysis

KW - refined plastic hinge method

UR - http://www.scopus.com/inward/record.url?scp=84978288684&partnerID=8YFLogxK

UR - http://www.scopus.com/inward/citedby.url?scp=84978288684&partnerID=8YFLogxK

U2 - 10.1007/s13296-016-6028-7

DO - 10.1007/s13296-016-6028-7

M3 - Article

AN - SCOPUS:84978288684

VL - 16

SP - 625

EP - 636

JO - International Journal of Steel Structures

JF - International Journal of Steel Structures

SN - 1598-2351

IS - 2

ER -