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Journal ArticleDOI

Replaceable Fuses in Earthquake Resistant Steel Structures: A Review

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TLDR
A critical review of the state-of-the-art related to steel lateral load resisting systems comprising of replaceable fuses that help in the easy repair of steel structures following strong earthquakes is presented.
Abstract
In earthquake-prone regions, steel structures are considered to be one of the best choices due to inherent material properties in terms of homogeneity and ductility. In the conventional seismic design of steel structures, prevalent specifications recommend that the column and joints should be strong enough such that the inelastic action or damage occurs in the beams in lateral load resisting frames. By following these design provisions, structural collapse can be prevented in the event of severe earthquakes to ensure occupant safety. However, repair and rehabilitation of damaged primary members is a challenging task and also time-consuming process, resulting in severe inconvenience to the occupants. To simplify the repair works in earthquake resistant steel structures after the event of severe earthquakes, recent research work is concentrated on designing structures to have localized inelastic damages at intended locations, which will dissipate the seismic energy and can be easily replaced after the event of a strong earthquake, so that normal life of the occupants can be restored immediately with lesser cost of repair. This paper presents a critical review of the state-of-the-art related to steel lateral load resisting systems comprising of replaceable fuses that help in the easy repair of steel structures following strong earthquakes.

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Citations
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Journal ArticleDOI

Seismic Behavior of Welded Beam-to-Column Joints of High-Strength Steel-Moment Frame with Replaceable Damage-Control Fuses

TL;DR: In this article, a high-strength steel-moment frame structure with replaceable damage control fuses was proposed, which utilized the very large elastic deformation capacity of HS steel and...
Journal ArticleDOI

Damage control mechanism and seismic performance of a steel moment connection with replaceable low-yield-point steel double T-stub fuses

TL;DR: In this paper, an innovative steel moment-resisting connection with bolted ductile double T-stub fuses is developed to achieve a damage-controllable and earthquake-resilient steel frame with more feasible and simple dissipative devices.
Journal ArticleDOI

Experimental and finite element study of high-strength steel framed-tube structures with replaceable shear links under cyclic loading

TL;DR: In this article, high-strength steel framed-tube structures with replaceable shear links (HSSFT-RSLs) were developed to enhance the seismic performance of SFTSs and design a resilient structural system.
Journal ArticleDOI

Seismic design of widening flange connection with fuses based on energy dissipation

TL;DR: In this article, the influence of key factors on the seismic performance, the damage control mechanism, and the behavior of fuses are evaluated and quantified via extensive numerical investigations, and a seismic design procedure based on energy dissipation performance is summarized and a corresponding design example is presented.
Journal ArticleDOI

Experimental investigation on earthquake-resilient steel beam-to-column joints with replaceable buckling-restrained fuses

TL;DR: In this article , a new seismic resilient steel beam-to-column joint using replaceable buckling-restrained plates for energy dissipation was proposed, which consists of a column tree and an interior beam segment connected on site through bolted steel plates located inside beam flanges.
References
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Journal ArticleDOI

The behavior of inverted pendulum structures during earthquakes

TL;DR: In this article, an analysis is made of the rocking motion of structures of inverted pendulum type during the Chilean earthquakes of May, 1960, and it is shown that there is a scale effect which makes tall slender structures more stable against overturning than might have been expected.
Journal ArticleDOI

Seismic demands on steel braced frame buildings with buckling-restrained braces

TL;DR: In this paper, the seismic response of three and six story concentrically braced steel frames utilizing buckling-restrained braces is investigated and detailed nonlinear dynamic analyses are performed for specific cases as well as statistically for several suites of ground motions in order to characterize the effect on key response parameters.
Book

Ductile design of steel structures

TL;DR: This chapter discusses the design of Ductile Steel Plate Shear Walls, stability and Rotation Capacity of Steel Beams, and other topics related to structural steel engineering.
Proceedings ArticleDOI

Prequalified Connections for Special and Intermediate Steel Moment Frames for Seismic Applications, ANSI/AISC 358-05

TL;DR: Building code provisions for the seismic resistant design of structures incorporate two basic types of requirements as mentioned in this paper : strength and stiffness requirements and prescriptive criteria on the detailing practice for the structural elements.
Journal ArticleDOI

Performance-based design in earthquake engineering: state of development

TL;DR: In this paper, a general agreement among researchers and professionals that future seismic design practice will be based on explicit performance criteria that can be quantified, considering multiple performance and hazard levels.
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