CUMULATIVE DEFORMATION CAPACITY AND STRUCTURAL DUCTILITY FACTOR OF CIRCULAR HOLLOW SECTION STEEL BRACED FRAMES WITH DIFFERENT DIAMETER THICKNESS RATIO-Reference-Cited by-同舟云学术

CUMULATIVE DEFORMATION CAPACITY AND STRUCTURAL DUCTILITY FACTOR OF CIRCULAR HOLLOW SECTION STEEL BRACED FRAMES WITH DIFFERENT DIAMETER THICKNESS RATIO

Published:2017 Issue:739 Volume:82 Page:1485-1495
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:

TERAZAWA Yuki¹,MATSUI Ryota²,NAKAMURA Takeshi²,TAKEUCHI Toru²

Affiliation:

1. Dept. of Arch. and Build. Eng., Tokyo Institute of Technology /Japan Society for the Promotion of Science

2. Dept. of Arch. and Build. Eng., Tokyo Institute of Technology

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/82/739/82_1485/_pdf

Reference5 articles.

1. 3) T. Takeuchi, R. Matsui : Cumulative Cyclic Deformation Capacity of Circular Tubular Braces under Local Buckling, Journal of Structural Engineering, ASCE, Vol. 137, No. 11, pp. 1311-1318, 2011.11

2. 12) ABAQUS/Standard. ver. 6.14-2

3. 14) T. Takeuchi, R. Matsui : Cumulative Deformation Capacity of Steel Braces under Various Cyclic Loading Histories, Journal of Structural Engineering, ASCE, Vol. 141, No. 7, pp. 04014175-1 - 04014175-11, 2015.7

4. 19) Federal Emergency Management Agency : Recommended seismic design criteria for new steel moment-frame buildings, FEMA-350, 2000.6

5. 21) Veletos, A. S. and N. M. Newmark : Effect of Inelastic Behavior of the Response of Simple System to Earthquake Motions, II WCEE, p.p. 895~912, 1960

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