CYCLIC BEHAVIOR OF BUILT-UP SHEAR LINKS
Publish Year: 1378
نوع سند: مقاله کنفرانسی
زبان: English
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شناسه ملی سند علمی:
SEE03_077
تاریخ نمایه سازی: 20 مهر 1400
Abstract:
This paper discusses the cyclic behavior of built-up shear links that will be used in the retrofitted towers of the Richmond-San Rafael Bridge in California. Two full-scale shear links were tested under severe cyclic displacement to study their cyclic behavior, establish their ultimate capacities, and determine their plastic rotations. The results of these tests showed that the current code specifications of shear links may be used to design and detail built-up shear links. However, the ultimate strength of the tested links exceeded the code specified value by more than ۴۰°/fL
Authors
AHNIAD M. ITANI
Associate Professor of Civil Engineering University of Nevada, Reno ۸۹۵۵۷, USA
BRUCE M. ITANI
ITANI Associate Professor of Civil Engineering University of Nevada, Reno ۸۹۵۵۷, USA
BRUCE M. DOUGLAS
Professor of Civil Engineering University of Nevada, Reno ۸۹۵۵۷, USA
SHERIF EL-FASS
Graduate Student Research Assistant University of Nevada, Reno ۸۹۵۵۷, USA