STRUCTURAL BEHAVIOR OF DAMAGE POSITION GUARANTEED RC BEAMS WITH BRB CONNECTIONS-Reference-Cited by-同舟云学术

STRUCTURAL BEHAVIOR OF DAMAGE POSITION GUARANTEED RC BEAMS WITH BRB CONNECTIONS

Published:2017 Issue:737 Volume:82 Page:1091-1101
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:

MAIDA Yusuke¹,KISHIKI Shoichi²,QU Zhe³,MAEGAWA Toshio⁴,HAMADA Makoto⁵,SAKATA Hiroyasu⁶

Affiliation:

1. Graduate School of Engineering, Chiba University

2. Institute of Innovative Research, Tokyo Tech.

3. Institute of Engineering Mechanics, CEA

4. Disaster-Prevention Technology Research Office, Technical Research & Development Institute, Technical Division, Kumagai Gumi Co., Ltd.

5. Engineering Planning Department, Technical Division, Kumagai Gumi Co., Ltd.

6. Dept. of Architecture and Building Engineering, Tokyo Tech.

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/82/737/82_1091/_pdf

Reference3 articles.

1. 6) T. Paulay, et al. : Shear effect on Plastic Hinges of Earthquake Resisting Reinforced Concrete Frames, Bulletin D'information 132, Committee Euro Inter, du Beton, 1979.4

2. 16) Hikaru Nakamura, Takeshi Higai : Compressive Fracture Energy and Fracture Zone Length of Concrete, Seminar on Post-peak Behavior of RC Structures Subjected to Seismic Loads, JCI-C51E, Vol. 2, pp. 259-272, 1999.10

3. 18) Al-Mahaidi, et al. : Nonlinear Finite Element Analysis of Reinforced Concrete Deep Members, Report 79-1, Dep. of Structural Engineering, Cornell Univ., 1979.1

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