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- W607405762 abstract "This document presents the results of the cyclic tests of two steel members: one laced and one perforated, representing 1/2 scale models of diagonal member TB2 on Bents A and B of the western spans of the San Francisco-Oakland Bay Bridge. The specimens were subjected to cyclic loads to determine their cyclic behavior and failure mode. The primary focus of this research was to investigate the actual cyclic behavior of built-up laced and perforated members with their end connections as well as to evaluate their ultimate capacities and post-buckling behavior. A second goal was to determine the displacement ductility and energy dissipation capabilities of the members. The research concluded that the lacing and rivet capacities of the laced member were insufficient in maintaining the integrity of the cross section. As a result, the sectional properties, specifically the moment of inertia, need to be reduce to predict the axial compression capacity. The research also concluded that the perforated member outperformed the laced member regarding axial displacement ductility, energy dissipation capability, and cyclic history before member failure." @default.
- W607405762 created "2016-06-24" @default.
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- W607405762 date "1999-12-01" @default.
- W607405762 modified "2023-09-26" @default.
- W607405762 title "CYCLIC BEHAVIOR OF LACED AND PERFORATED STEEL MEMBERS ON THE SAN FRANCISCO-OAKLAND BAY BRIDGE" @default.
- W607405762 hasPublicationYear "1999" @default.
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