SEISMIC RESPONSE ANALYSIS OF SUPER-HIGHRISE STEEL BUILDING FRAME MODELED USING SOLID ELEMENTS-Reference-Cited by-同舟云学术

SEISMIC RESPONSE ANALYSIS OF SUPER-HIGHRISE STEEL BUILDING FRAME MODELED USING SOLID ELEMENTS

Published:2019 Issue:755 Volume:84 Page:39-49
ISSN:1340-4202
Container-title:Journal of Structural and Construction Engineering (Transactions of AIJ)
language:en
Short-container-title:Nihon Kenchiku Gakkai Kozokei Ronbunshu

Author:

MIYAMURA Tomoshi¹,OHSAKI Makoto²,KAJIWARA Koichi³

Affiliation:

1. Dept. of Computer Science, College of Engineering, Nihon University /NIED

2. Dept. of Architecture and Architectural Engineering, Kyoto University

3. National Research Institute for Earth Science and Disaster Resilience/NIED

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/84/755/84_39/_pdf

Reference25 articles.

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2. 2) Nakashima, M., Nagae, T., Enokida, R. and Kajiwara, K. : Experiences, accomplishments, lessons, and challenges of E-defense - Tests using world's largest shaking table -, Japan Architectural Review, Vol. 1, No. 1, pp. 4－17, 2018.1

3. 3) Hyogo Earthquake Engineering Research Center. (E-Defense), National Research Institute for Earth Science and Disaster Resilience (NIED) : http://www.bosai.go.jp/hyogo/ehyogo/index.html (accessed 2018.10.12)

4. 5) Miyamura, T., Yamashita, T., Akiba, H. and Ohsaki, M. : Dynamic FE simulation of four-story steel frame modeled by solid elements and its validation using results of full-scale shake-table test, Earthquake Engineering and Structural Dynamics, Vol. 44, No. 9, pp. 1449－1469, 2015.7

5. 6) Isobe, D., Han, W. and Miyamura, T. : Verification and validation of a seismic response analysis code for framed structures using the ASI-Gauss technique, Earthquake Engineering and Structural Dynamics, Vol. 42, pp. 1767－1784, 2013.10

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