Reducing residual drift of buckling-restrained braced frames as a dual system

Shawn Kiggins; Chia-Ming Uang

doi:10.1016/j.engstruct.2005.10.023

journal article Sep 01, 2006

Reducing residual drift of buckling-restrained braced frames as a dual system

Shawn Kiggins Chia-Ming Uang

Engineering Structures Vol. 28 No. 11 pp. 1525-1532 · Elsevier BV

View at Publisher Save 10.1016/j.engstruct.2005.10.023

Topics

No keywords indexed for this article. Browse by subject →

References

13

[1]

Aiken "Large-scale testing of buckling-restrained braced frames" (2002)

[2]

Clark "Design procedures for buildings incorporating hysteretic damping devices" (1999)

[3]

López "Design of unbonded braced frames" (2001)

[4]

Sabelli "Seismic demands on steel braced-frame buildings with buckling-restrained braces" Engineering Structures (2003) 10.1016/s0141-0296(02)00175-x

[5]

Shuhaibar C, López W, Sabelli R. Buckling-restrained braced frames. In: Proceedings, ATC-17-2, seminar on response modification technologies for performance-based seismic design. ATC and MCEER; 2002. p. 321–8

[6]

Uang "Steel buckling-restrained braced frames" (2003)

[7]

López "Seismic design of buckling-restrained braced frames" (2004)

[8]

AISC (2005)

[9]

Prasad "Current status of buckling-restrained braced frame design: currently available buckling-restrained braces" (2004)

[10]

ICBO (1997)

[11]

ICC (2003)

[12]

Somerville P et al., Development of ground motion time histories for Phase 2 of the FEMA/SAC steel project. Report no. SAC/BD-97/04. SAC Joint Venture, Sacramento (CA); 1997

[13]

Prakash V, Powell GH, Campbell S. DRAIN-2DX: Base program and user guide. Report no. UCB/SES-93/17. Berkeley (CA): Department of Civil Engineering, University of California; 1993

Cited By

249

Experimental behavior, hysteretic model, and finite-element analysis of a low-prestressed self-centering friction dissipative brace

Xiantie Wang, Wenlong Lu · 2025

Journal of Constructional Steel Res...

Performance and recentering demands of partially self-centering BRBFs in the life-cycle span

Ruibin Zhang, Shuling Hu · 2025

Engineering Structures

Mitigation of residual deformations in eccentrically braced frames through a low‐cost re‐centering mechanism

Pedram Mortazavi, Constantin Christopoulos · 2024

Earthquake Engineering & Struct...

Harmonizing smart technologies with building resilience and sustainable built environment systems

Mohammad Alhassan, Ayah Alkhawaldeh · 2024

Results in Engineering

Towards next generation design of sustainable, durable, multi-hazard resistant, resilient, and smart civil engineering structures

Hong Hao, Kaiming Bi · 2023

Engineering Structures

Dual-Objective Control of Maximum and Residual Drift Ratios of Super-Tall Buildings Based on Self-Centering Energy Dissipation Outriggers

Linlin Xie, Nan An · 2022

Frontiers in Materials

Seismic performance of multistory CBFs with novel recentering energy dissipative braces

Canxing Qiu, Xiuli Du · 2020

Journal of Constructional Steel Res...

Seismic performance of concentrically braced frame with hexagonal pattern of braces to mitigate soft story behavior

Niloufar Mashhadiali, Ali Kheyroddin · 2018

Engineering Structures

Metrics

249

Citations

13

References

Details

Published: Sep 01, 2006
Vol/Issue: 28(11)
Pages: 1525-1532
License: View

Authors

Professor, Dept. of Structural Engineering, Univ. of California, San Diego, La Jolla, CA 92093 (corresponding author).

Cite This Article

Shawn Kiggins, Chia-Ming Uang (2006). Reducing residual drift of buckling-restrained braced frames as a dual system. Engineering Structures, 28(11), 1525-1532. https://doi.org/10.1016/j.engstruct.2005.10.023

Reducing residual drift of buckling-restrained braced frames as a dual system

You May Also Like