Super‐detailed FEM simulations for full‐scale steel structure with fatal rupture at joints between members—Shaking‐table test of full‐scale steel frame structure to estimate influence of cumulative damage by multiple strong motion: Part 1-Reference-Cited by-同舟云学术

Super‐detailed FEM simulations for full‐scale steel structure with fatal rupture at joints between members—Shaking‐table test of full‐scale steel frame structure to estimate influence of cumulative damage by multiple strong motion: Part 1

Published:2018-01 Issue:1 Volume:1 Page:96-108
ISSN:2475-8876
Container-title:Japan Architectural Review
language:en
Short-container-title:Jpn Archit Rev

Author:

Mizushima Yasunori¹,Mukai Yoichi²,Namba Hisashi²,Taga Kenzo²,Saruwatari Tomoharu³

Affiliation:

1. Research & Development Institute Takenaka Corporation Chiba Japan

2. Department of Architecture Kobe University Kobe‐shiJapan

3. JSOL Corporation Osaka Japan

Funder

National Research Institute for Earth Science and Disaster Prevention

Publisher

Wiley

Subject

General Medicine

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/2475-8876.10016

Reference29 articles.

1. KimY KabeyazawaT MatsumoriT KabeyazawaT.Simulated earthquake test on a full‐scale six‐story reinforced concrete building at E‐Defense – Part 11: 3‐Dimensional Dynamic Analysis. Summaries of Technical Papers of Annual Meeting AIJ C‐2 pp. 393–394; 2007 (In Japanese).

2. EXPERIMENTAL PROCEDURE AND ELASTIC RESPONSE CHARACTERISTICS OF SHAKING TABLE TEST

3. ELASTO-PLASTIC RESPONSES AND PROCESS LEADING TO A COLLAPSE MECHANISM

4. Three dimensional analytical simulation of collapse by collaborative structural analysis for full‐scale 4‐story steel building;Horimoto A;J Struct Eng,2009

5. ELASTOPLASTIC SEISMIC RESPONSE ANALYSIS OF A FRAME WITH LUMPED MASS MODELING BY THE FIBERED PLASTIC HINGE METHOD

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