Proposal of Nonlinear Dynamic Analytical Method Taking Account of Effects of Local Buckling Damage

The nonlinear dynamic analytical method taking account of effects of local buckling damage was developed. The stress-strain hysteresis model based on obtained average stress versus average strain relationship was introduced into the elasto-plastic dynamic analysis program with a fiber beam element. The seismic response analysis of several bridge piers and frame structure models were performed by this proposed analytical method. The validity and effectively of the present method was shown by comparing the numerical results and the experimental results.

• Availability:
  • Find a library where document is available. Order URL: http://www.iabse.org/publications/iabsereports/vol.96/index.php
• Corporate Authors:

  International Association for Bridge and Structural Engineering

  ETH-Honggerberg, Wolfgang-Pauli-Strasse 15
  Zurich 8093,   Switzerland  CH-8093
• Authors:
  • Yamao, Toshitaka
  • Chandra, Faizal
  • Morimitsu, Akito
  • Sujaritpong, Atavit
• Conference:
  • IABSE Symposium Bangkok 2009. Sustainable Infrastructure. Environment Friendly, Safe and Resource Efficient
  • Location: Bangkok , Thailand
  • Date: 2009-9-9 to 2009-9-11
• Publication Date: 2009

Language

• English

Media Info

• Media Type: DVD
• Edition: Volume 96
• Features: Figures; Photos; References; Tables;
• Pagination: 10p
• Monograph Title: Sustainable Infrastructure. Environment Friendly, Safe and Resource Efficient. IABSE Symposium Bangkok 2009

Subject/Index Terms

• TRT Terms: Bridge design; Buckling; Deformation curve; Earthquake resistant design; Seismicity
• Uncontrolled Terms: Damage (Bridges); Nonlinear dynamic analysis
• Subject Areas: Bridges and other structures; I24: Design of Bridges and Retaining Walls;

Filing Info

• Accession Number: 01226186
• Record Type: Publication
• Files: TRIS
• Created Date: Nov 17 2010 7:23AM