Journal Article10.1016/j.jcsr.2022.107172
Seismic resilient steel structures: A review of research, practice, challenges and opportunities
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TL;DR: In this article , the authors summarized some of the recent technological advances in the field of seismic resilient steel structures, covering diverse aspects including emerging smart materials, novel members, and innovative design of structural systems.
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About: This article is published in Journal of Constructional Steel Research. The article was published on 01 Apr 2022. The article focuses on the topics: Resilience (materials science) & Engineering.
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Citations
Life-cycle benefits estimation of self-centering building structures
TL;DR: In this paper , the authors investigated the life-cycle benefits of full and partial self-centering structural systems compared to conventional buckling-restrained braced frames (BRBFs) using the life cycle cost estimation method.
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Life‐cycle benefits estimation for hybrid seismic‐resistant self‐centering braced frames
Shuling Hu,Songye Zhu +1 more
TL;DR: In this article , the authors investigated the benefits of hybrid self-centering braced frames (HSBFs) compared with BRBFs and SCBFs by investigating the earthquake-induced life cycle costs.
59
An experimental and numerical study of brace-type long double C-section steel slit dampers
TL;DR: In this paper , a double C-section steel slit damper (DCSSD) was proposed, and the effect of strip aspect ratio, thickness of flange, damper length and steel grades on the hysteretic behavior and resistance of the DCSSD was investigated.
52
Floor acceleration control of self-centering braced frames using viscous dampers
TL;DR: In this paper , a performance-based design strategy for designing viscous dampers to control the structural floor acceleration (FA) responses of the self-centering braced frames (SCBFs) was proposed.
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TL;DR: In this article, a variational principle is established to characterize the flow field in an elastically rigid and incompressible plastic material containing an internal void or voids, and an approximate Rayleigh-Ritz procedure is developed and applied to the enlargement of an isolated spherical void in a nonhardening material.
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A Framework to Quantitatively Assess and Enhance the Seismic Resilience of Communities
Michel Bruneau,Stephanie E. Chang,Ronald T. Eguchi,George C. Lee,Thomas D. O'Rourke,Andrei M. Reinhorn,Masanobu Shinozuka,Kathleen J. Tierney,William A. Wallace,Detlof von Winterfeldt +9 more
TL;DR: In this article, the authors present a conceptual framework to define seismic resilience of communities and quantitative measures of resilience that can be useful for a coordinated research effort focusing on enhancing this resilience.
Minimum Design Loads for Buildings and Other Structures
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TL;DR: Minimum Design Loads for Buildings and Other Structures as mentioned in this paper gives the latest consensus requirements for dead, live, soil, flood, wind, snow, rain, ice, and earthquake loads.
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A review of shape memory alloy research, applications and opportunities
TL;DR: Shape memory alloys (SMAs) are a class of shape memory materials (SMMs) which have the ability to "memorise" or retain their previous form when subjected to certain stimulus such as thermomechanical or magnetic variations.
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Self-Centering Energy Dissipative Bracing System for the Seismic Resistance of Structures: Development and Validation
TL;DR: In this article, a self-centering energy dissipative (SCED) bracing system was proposed for large axial deformations without structural damage while providing stable energy dissipation capacity and a restoring force.
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