An analytical model for inelastic cyclic response of eccentrically braced frame with vertical shear link (V-EBF)

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An analytical model for inelastic cyclic response of eccentrically braced frame with vertical shear link (V-EBF)

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作者：Jack Bouwkamp^a ; Mohamad Ghasem Vetr^b ; ^{vetr@iiees.ac.ir" class="auth_mail" title="E-mail the corresponding author} ; Ali Ghamari^c ; ^{aghamari@cmps2.iust.ac.ir" class="auth_mail" title="E-mail the corresponding author}
关键词：V-EBF ; Analytical ; Hysteresis ; Ductility ; Strain hardening ; Shear damper
刊名：Case Studies in Structural Engineering
出版年：2016
出版时间：December 2016
年：2016
卷：6
期：Complete
页码：31-44
全文大小：3805 K

文摘

class="label">•: We have continued the past researches on strain hardening of EBFs.
class="label">•: The tested models have been classified in three parts.
class="label">•: A new analytical model with high accurate results have proposed.
class="label">•: Our study is a new investigation on V-EBF.

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