J
Jerome F. Hajjar
Researcher at Northeastern University
Publications - 195
Citations - 4688
Jerome F. Hajjar is an academic researcher from Northeastern University. The author has contributed to research in topics: Girder & Seismic analysis. The author has an hindex of 34, co-authored 179 publications receiving 3846 citations. Previous affiliations of Jerome F. Hajjar include Cornell University & University of Minnesota.
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Steel foam for structures: A review of applications, manufacturing and material properties
TL;DR: A review of the structural application, manufacturing, material properties, and modeling of a new material: steel foam is provided in this article, where the authors highlight the potential of steel foams for use in civil/structural applications.
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Design Concepts for Controlled Rocking of Self-Centering Steel-Braced Frames
Matthew R. Eatherton,Xiang Ma,Helmut Krawinkler,David Mar,Sarah L. Billington,Jerome F. Hajjar,Gregory G. Deierlein +6 more
TL;DR: The self-centering rocking steel-braced frame is a high-performance system that can prevent major structural damage and minimize residual drifts during large earthquakes as mentioned in this paper, which consists of braced steel frames that are designed to remain elastic and allowed to rock off their foundation.
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Effective bond length of carbon-fiber-reinforced polymer strips bonded to fatigued steel bridge I-girders
TL;DR: In this paper, the use of precured carbon-fiber-reinforced polymer (CFRP) laminates, adhered to the inside face of the girder tension flange, is one proposed method for repairing these cracked bridge girders.
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Representation of Concrete-Filled Steel Tube Cross-Section Strength
TL;DR: In this article, the authors presented a polynomial equation to represent the three-dimensional (3D) cross-section strength of square or rectangular concrete-filled steel tube (CFT) beam-columns.
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Local buckling restraint condition for core plates in buckling restrained braces
TL;DR: In this article, cyclic loading tests and numerical analyses of BRBs were carried out using various tube restrainer configurations to investigate the influence of local buckling of the restrainer on BRB strength and ductility.