HYSTERESIS MODELS FOR STEEL BRIDGE PIERS AND THEIR APPLICATION TO ELASTO-PLASTIC SEISMIC RESPONSE ANALYSIS-Reference-Cited by-同舟云学术

HYSTERESIS MODELS FOR STEEL BRIDGE PIERS AND THEIR APPLICATION TO ELASTO-PLASTIC SEISMIC RESPONSE ANALYSIS

Published:1996-10-21 Issue:549 Volume:1996 Page:191-204
ISSN:0289-7806
Container-title:Doboku Gakkai Ronbunshu
language:en
Short-container-title:Doboku Gakkai Ronbunshu

Author:

Suzuki Moriaki,Usami Tsutomu,Terada Masahiro,Itoh Tsutomu,Saizuka Kunihiro

Publisher

Japan Society of Civil Engineers

Link

https://www.jstage.jst.go.jp/article/jscej1984/1996/549/1996_549_191/_pdf

Reference27 articles.

1. 1) 宇佐美勉, 今井康幸, 青木徹彦, 伊藤義人: 繰り返し荷重を受ける鋼圧縮部材の強度と変形能に関する実験的研究, 構造工学論文集 Vol. 37A, pp. 121-134, 1991.

2. 2) 宇佐美勉, 水谷慎吾, 青木徹彦, 伊藤義人, 安波博道: 補剛箱形断面鋼圧縮部材の繰り返し弾塑性挙動に関する実験的研究, 構造工学論文集 Vol. 38A, pp. 105-117, 1992.

3. 3) 宇佐美勉, 坂野茂, 是津文章, 青木徹彦: 鋼製橋脚モデルの繰り返し弾塑性挙動におよぼす荷重履歴の影響, 構造工学論文集 Vol. 39A, pp. 235-247, 1993.

4. 4) 鈴木森晶, 宇佐美勉, 竹本潔史: 鋼製橋脚モデルの静的および準静的挙動に関する実験的研究, 土木学会論文集 No. 507/I-30, pp. 99-108, 1995. 1.

5. 5) Kawashima, K. Macrae, G, A. and Hasegawa, K: The Strength and Ductility of Steel Bridge Piers Based on Loading Test, Journal of Reserch, Public Works Reserch Institute, Vol. 29, March, 1992.

Cited by 6 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Fiber Model Considering the Local Instability Effect and Its Application to the Seismic Analysis of Eccentrically Compressed Steel Piers;Applied Sciences;2022-06-08

2. ONE-DIMENSIONAL ANALYSIS OF BOX SECTION STEEL BRIDGE PIERS;Doboku Gakkai Ronbunshuu A;2006

3. Two hysteretic models for thin-walled pipe-section steel bridge piers;Engineering Structures;2001-02

4. Numerical simulation of damaged steel pier using hybrid dynamic response analysis;Thin-Walled Structures - Advances and Developments;2001

5. COMPARATIVE STUDY OF FOUR HYSTERETIC MODELS FOR PIPE-SECTION STEEL BRIDGE PIERS;Doboku Gakkai Ronbunshu;1999-10-21