Development and Testing of Naturally Buckling Steel Braces-Reference-Cited by-同舟云学术

Development and Testing of Naturally Buckling Steel Braces

Published:2016-01 Issue:1 Volume:142 Page:04015077
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Hsiao Po-Chien¹,Hayashi Kazuhiro²,Inamasu Hiroyuki³,Luo Yun-Biao⁴,Nakashima Masayoshi⁵

Affiliation:

1. Technical Director, Broad Hand Enterprise Co. Ltd., Taipei, Taiwan; formerly, JSPS Postdoctoral Fellow, Disaster Prevention Research Institute, Kyoto Univ., Gokasho, Uji, Kyoto 611-0011, Japan (corresponding author).

2. Assistant Professor, Dept. of Architecture and Civil Engineering, Toyohashi Univ. of Technology, 1-1 Hibarigaoka, Tempaku-cho, Toyohashi, Aichi 441-8580, Japan.

3. Graduate Student, Disaster Prevention Research Institute, Kyoto Univ., Gokasho, Uji, Kyoto 611-0011, Japan.

4. Lecturer, School of Civil Engineering, Tianjin Univ., China; formerly, Postdoctoral Fellow, Disaster Prevention Research Institute, Kyoto Univ., Gokasho, Uji, Kyoto 611-0011, Japan.

5. Professor, Disaster Prevention Research Institute, Kyoto Univ., Gokasho, Uji, Kyoto 611-0011, 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%29ST.1943-541X.0001319

Reference14 articles.

1. Black C. Makris N. and Aiken I. (2002). “Component testing stability analysis and characterization of buckling-restrained unbonded braces (TM).” Earthquake Engineering Research Center Univ. of California Berkeley CA.

2. Black G. R. Wenger B. A. and Popov E. P. (1980). “Inelastic buckling of steel struts under cyclic load reversals.” UCB/EERC-80/40 Earthquake Engineering Research Center Univ. of California Berkeley CA.

3. Viscoelastic coupling dampers (VCDs) for enhanced wind and seismic performance of high-rise buildings

4. A model to simulate special concentrically braced frames beyond brace fracture

5. Jacobsen L. S. (1960). “Damping in composite structures.” Proc. 2nd World Conf. on Earthquake Engineering Vol. 2 Science Council of Japan Tokyo 1029–1044.

Cited by 23 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. Development of energy-early-dissipated braces based on web buckling of low-yield I-section steel;Journal of Constructional Steel Research;2024-06

2. State-of-the-Art Review: Seismic Design and Performance Assessment of Special Concentrically Braced Frames Developed for Complex Industrial Building Structures;International Journal of Steel Structures;2024-02-19

3. Investigation of low‐disturbance seismic retrofit method for steel column bases using curved members;JAPAN ARCHITECTURAL REVIEW;2024-01

4. Performance Evaluation of Low-Disturbance Seismic Retrofit Method for Steel Column Bases Using Curved Member;Lecture Notes in Civil Engineering;2024

5. Experimental Study of Newly Developed Hybrid Buckling-Restrained Brace with Different Infill-Layer Geometries under Cyclic Loading;Practice Periodical on Structural Design and Construction;2023-11