DEVELOPMENT OF A BRACE-TYPE HYSTERETIC DAMPER BY USING ROUND-SHAPE STEEL RODS-Reference-Cited by-同舟云学术

DEVELOPMENT OF A BRACE-TYPE HYSTERETIC DAMPER BY USING ROUND-SHAPE STEEL RODS

Published:1997 Issue:501 Volume:62 Page:125-133
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:

,AKIYAMA Hiroshi¹

Affiliation:

1. Dept. of Architecture, Faculty of Eng., Univ. of Tokyo

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/62/501/62_KJ00004100771/_pdf

Reference10 articles.

1. 1) AKIYAMA Hiroshi. Earthquake-Resistant Limit State Design for Buildings. University of Tokyo Press. (1985)

2. 2) TOOYAMA K. Inelastic Behaviour of Bent-Type Steel Diagonal Bracings. Report of Research Lab. Kashima Cons. Corp.. (1976) vol.N.24,

3. 3) SKINNER R. I. Hysteretic Dampers for Earthquake-Resistant Structures. Earthquake Engng. And Struct. Dyn.. (1975) vol.Vol.3,

4. 4) FUJIMOTO M. A study on the unbonded brace encasted in bucking-restrained concrete and steel tube. Journal of Str. Engineering, A. I. J.. (1988) vol.Vol.34B,

5. 5) AKIYAMA H. Ultimate Energy Absorption Capacity of Round-S, Steel Rods Subjected to Bending. Trans. Of A.I.J.. (1995) vol.No.475,

Cited by 2 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Key Points and Pending Issues in the Energy-Based Seismic Design Approach;Lecture Notes in Civil Engineering;2021

2. FULL SCALE SHAKING TABLE TEST OF FLEXIBLE-STIFF MIXED STRUCTURE WITH BRACE-TYPE HYSTERETIC DAMPERS;Journal of Structural and Construction Engineering (Transactions of AIJ);2001