Stiffening Requirements for Unbonded Braces Encased in Concrete Panels-Reference-Cited by-同舟云学术

Stiffening Requirements for Unbonded Braces Encased in Concrete Panels

Published:2001-06 Issue:6 Volume:127 Page:712-719
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Inoue Kazuo¹²³,Sawaizumi Shinichi¹²³,Higashibata Yasuo¹²³

Affiliation:

1. Prof., Dept. of Arch. and Envir. Des., Kyoto Univ., Yoshida-honmachi, Sakyoku, Kyoto 606-8317 Japan.

2. Sr. Res., Steel Struct. Devel. Ctr., Steel Res. Lab., Tech. Devel. Bureau, Nippon Steel Corp., 20-1, Shintomi, Futtsu, Chiba 293-8511 Japan.

3. Chf. Res. Engr., Tech. Res. Lab., Takenaka Corp., 1-5-1 Otsuka, Inzai, Chiba 270-1352 Japan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282001%29127%3A6%28712%29

Reference28 articles.

1. Aiken I. Clark P. Tajirian F. Kasai K. Kimura I. and Ko E. ( 2000). “Unbonded braces in the United States—Design studies large-scale testing and the first building application.” Proc. 1st Symp. on Passive Control Sys. 203–217.

2. Ando N. Takahashi S. and Yoshida K. ( 1993). “Behavior of unbonded braces restrained by reinforced concrete and FRP.” Proc. Compos. Constr. in Steel and Concrete II ASCE New York 869–882.

3. Architectural Institute of Japan (AIJ). ( 1985). Composite structure design guidelines and commentary part 4 chapter 4 Tokyo (in Japanese).

4. Architectural Institute of Japan (AIJ). ( 1991). Present status of high-strength concrete technology Part 3 chapter 2 Tokyo (in Japanese).

5. “A study on the unbonded brace encased in buckling-restraining concrete and steel tube.”;Fujimoto M.;J. Struct. Engrg.,1988

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