Experimental assessment of unreinforced exterior beam-column joints with deformed bars

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Experimental assessment of unreinforced exterior beam-column joints with deformed bars

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作者：Maria Teresa De Risi ^{mariateresa.derisi@unina.it" class="auth_mail" title="E-mail the corresponding author} ; Paolo Ricci ; ^{paolo.ricci@unina.it" class="auth_mail" title="E-mail the corresponding author} ; Gerardo M. Verderame ^{verderam@unina.it" class="auth_mail" title="E-mail the corresponding author} ; Gaetano Manfredi ^{gamanfre@unina.it" class="auth_mail" title="E-mail the corresponding author}
关键词：Exterior unreinforced RC joints ; Non-conforming buildings ; Cyclic test ; Joint shear strength ; Joint shear strain ; Failure modes
刊名：Engineering Structures
出版年：2016
出版时间：1 April 2016
年：2016
卷：112
期：Complete
页码：215-232
全文大小：4604 K

文摘

class="label">•: Cyclic tests on exterior RC joints with deformed bars without stirrups.
class="label">•: Specimens are different for beam longitudinal reinforcement ratios.
class="label">•: Two different failure modes are observed, with or without beam flexural yielding.
class="label">•: Joint shear strain and fixed-end-rotation deformability contributions are analyzed.
class="label">•: A comparison with main shear strength capacity models is shown.

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