EXPERIMENTAL STUDY ON THE SEISMIC RESISTANCE PERFORMANCE OF RECTANGULAR CROSS SECTION STEEL BRIDGE PIERS SUBJECTED TO BI-DIRECTIONAL HORIZONTAL LOADS-Reference-Cited by-同舟云学术

EXPERIMENTAL STUDY ON THE SEISMIC RESISTANCE PERFORMANCE OF RECTANGULAR CROSS SECTION STEEL BRIDGE PIERS SUBJECTED TO BI-DIRECTIONAL HORIZONTAL LOADS

Published:2007 Issue:4 Volume:63 Page:716-726
ISSN:1880-6023
Container-title:Doboku Gakkai Ronbunshuu A
language:
Short-container-title:JSCE JOURNAL OF STRUCTURAL AND EARTHQUAKE ENGINEERING

Author:

AOKI Tetsuhiko,OHNISHI Akihiro,SUZUKI Moriaki

Publisher

Japan Society of Civil Engineers

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference18 articles.

1. 1) 日本道路協会:道路橋示方書.同解説V耐震設計編,丸善,2002年4月.

2. A STUDY ON THE STRENGTH AND DUCTILITY OF STEEL BRIDGE PIERS WITH TAPERED PLATE

3. 3) Aoki, T., Susantha, K. A. S. and Kato, G.: Ductility Improvement of Steel Box Piers using a Central Compressive Members, 4th European Conference on Steel and Composite Structures, pp1.4-191-198, Eurosteel 2005, Maastricht, The Netherlands, June 2005.

4. Seismic Performance of Rectangular-Shaped Steel Piers under Cyclic Loading

5. 5) 保高篤司,K. A. S. Susantha,青木徹彦,野村和宏,高久達将,熊野拓志:長方形断面鋼製橋脚の耐震性能に関する繰り返し載荷実験,構造工学論文集,土木学会,Vol. 48A, pp. 381-392, 2003年3月.

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