Design Concepts for Controlled Rocking of Self-Centering Steel-Braced Frames-Reference-Cited by-同舟云学术

Design Concepts for Controlled Rocking of Self-Centering Steel-Braced Frames

Published:2014-11 Issue:11 Volume:140 Page:04014082
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Eatherton Matthew R.¹,Ma Xiang²,Krawinkler Helmut³,Mar David⁴,Billington Sarah⁵,Hajjar Jerome F.⁶,Deierlein Gregory G.⁷

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, 105D Patton Hall, Virginia Tech, Blacksburg, VA 24061 (corresponding author).

2. Consultant, McKinsey & Company, Chicago, IL 60603.

3. Professor, Dept. of Civil and Environmental Engineering, Y2E2 Building Room 231, Stanford Univ., Stanford, CA 94305.

4. Principal, Tipping Mar, 1906 Shattuck Ave., Berkeley, CA 94704.

5. Professor, Dept. of Civil and Environmental Engineering, 473 Via Ortega, Room 285A, Stanford Univ., Stanford, CA 94305.

6. Professor and Chair, Dept. of Civil and Environmental Engineering, 400 Snell Engineering Center, 360 Huntington Ave., Northeastern Univ., Boston, MA 02115.

7. Professor, Dept. of Civil and Environmental Engineering, Blume Earthquake Engineering Center Room 118, Stanford Univ., Stanford, CA 94305.

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.0001047

Reference40 articles.

1. ACI ITG. (2009). “Requirements for design of special unbonded post-tensioned precast shear wall satisfying ACI ITG-5.1 (ACI ITG-5.2-09) and commentary.” ACI ITG -5.2-09 Reported by ACI Innovation Task Group 5 Farmington Hills MI.

2. Rocking Wall–Frame Structures with Supplemental Tendon Systems

3. ASCE/SEI 7-10. (2010). Minimum design loads for buildings and other structures Structural Engineering Institute Reston VA.

4. ATC. (1995). ATC-20-2 Addendum to the ATC-20 postearthquake building safety evaluation procedures Redwood City CA.

5. ATC. (2012). FEMA P-58 seismic performance assessment of buildings Redwood City CA.

Cited by 174 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. Theoretical and experimental research on the rocking truss system with post-tensioned rocking connection;Journal of Building Engineering;2024-10

2. Self-centering multiple rocking core systems for mitigating higher mode effects;Journal of Building Engineering;2024-10

3. Mitigating inter-story drift concentration in seismic-resistant self-centering braced frames by using strong backup systems;Bulletin of Earthquake Engineering;2024-09-04

4. Dynamic behaviors of steel multiple-rocking-column system with varying post-rocking stiffness;International Journal of Mechanical Sciences;2024-09

5. A novel self-centring jacket-type offshore wind turbine structure: A proof-of-concept study and seismic fragility analysis;Thin-Walled Structures;2024-09