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numerical investigation of cover plate in rcs connections
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نویسنده
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alizadeh s. ,attari n. k. a. ,azadvar n.
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منبع
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scientia iranica - 2020 - دوره : 27 - شماره : 1-A - صفحه:10 -24
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چکیده
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Due to the growing popularity of reinforced concrete column with steel beam (rcs) moment frame system in recent years, there are lots of publications about the performance of this structural system. in this paper, fifteen rcs joints with practical details are studied using a verified finite element method. joint details of the models include cover plate, additional bearing plate, steel doubler plate, and joint stirrups. the results show that cover plate can be used instead of a combination of steel doubler plate and joint stirrups; it improves the joint performance by increasing the confinement of joint region and contributing to joint shear strength.
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کلیدواژه
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rcs connections ,composite structural frames ,finite element method ,cover plate ,steel doubler plate
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آدرس
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university of canterbury, department of civil and natural resources engineering, new zealand, building & housing research center, department of structural engineering, iran, islamic azad university, west tehran branch, department of civil engineering, iran
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پست الکترونیکی
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azadvar.narges@wtiau.ac.ir
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Authors
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