DAMAGE PREDICTION MODELS FOR REINFORCED CONCRETE BUILDINGS BASED ON NON-LINEAR ANALYSIS WITH SOIL-STRUCTURE INTERACTION-Reference-Cited by-同舟云学术

DAMAGE PREDICTION MODELS FOR REINFORCED CONCRETE BUILDINGS BASED ON NON-LINEAR ANALYSIS WITH SOIL-STRUCTURE INTERACTION

Published:2008 Issue:631 Volume:73 Page:1543-1550
ISSN:1881-8153
Container-title:Journal of Structural and Construction Engineering (Transactions of AIJ)
language:
Short-container-title:Nihon Kenchiku Gakkai Kozokei Ronbunshu

Author:

NAKAMURA Soshi,KAWASE Hiroshi,NAKAMURA Naohiro

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Reference11 articles.

1. DAMAGE EVALUATION MODELS OF REINFORCED CONCRETE BUILDINGS BASED ON THE BUILDING DAMAGE STATISTICS AND SIMULATED STRONG MOTIONS

2. MULTIPLE ASPERITY SOURCE MODEL OF THE HYOGO-KEN NANBU EARTHQUAKE OF 1995 AND STRONG MOTION SIMULATOIN IN KOBE

3. 3) Shibata,A. : Prediction of the Probability of Earthquake Damage to Reinforced Concrete Building Groups in a City,Proc. of the 7^th World Conference of Earthquake Engineering,Vol.4,395-402,1980

4. 4) 沖村孝委員研究会:阪神間西部地域を中心とした地盤震動特性の究明,(財)阪神.淡路大震災記念協会調査研究報告書 Vol.10,2004

5. 5) 神戸市,(財)建設工学研究所:神戸の地盤データベース「神戸JIBANKUN」,神戸の地盤研究会(現:こうべまちづくりセンター),1999.3

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