- 作者：Matteo Izzia ; b ; izzimatteo@gmail.com" class="auth_mail" title="E-mail the corresponding author ; Georg Flatscherc ; georg.flatscher@tugraz.at" class="auth_mail" title="E-mail the corresponding author ; Massimo Fragiacomod ; massimo.fragiacomo@univaq.it" class="auth_mail" title="E-mail the corresponding author ; Gerhard Schickhoferc ; gerhard.schickhofer@tugraz.at" class="auth_mail" title="E-mail the corresponding author
- 关键词：Annular-ringed shank nail ; Steel-to-timber joint ; Cross-Laminated Timber ; Hysteretic behaviour ; Calculation model ; Capacity-based design ; Overstrength factor ; Strength degradation factor
- 刊名：Construction and Building Materials
- 出版年：2016
- 出版时间：30 September 2016
- 年：2016
- 卷：122
- 期：Complete
- 页码：446-457
- 全文大小：2142 K
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An experimental programme is carried out on nailed steel-to-timber joints in CLT.
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Average and characteristic values of the strength capacities are evaluated.
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Results are compared with the models given in current design codes and literature.
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The overstrength factor class="mathmlsrc">class="formulatext stixSupport mathImg" data-mathURL="/science?_ob=MathURL&_method=retrieve&_eid=1-s2.0-S0950061816310029&_mathId=si1.gif&_user=111111111&_pii=S0950061816310029&_rdoc=1&_issn=09500618&md5=82d0661c2cda1d980d731b29f6234396" title="Click to view the MathML source">γRdclass="mathContainer hidden">class="mathCode"> and the strength degradation factor class="mathmlsrc">class="formulatext stixSupport mathImg" data-mathURL="/science?_ob=MathURL&_method=retrieve&_eid=1-s2.0-S0950061816310029&_mathId=si2.gif&_user=111111111&_pii=S0950061816310029&_rdoc=1&_issn=09500618&md5=5b8ee3e7851091d2c9b1c0caec0fb7c6" title="Click to view the MathML source">βSdclass="mathContainer hidden">class="mathCode"> are calculated.
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Conservative values of class="mathmlsrc">class="formulatext stixSupport mathImg" data-mathURL="/science?_ob=MathURL&_method=retrieve&_eid=1-s2.0-S0950061816310029&_mathId=si1.gif&_user=111111111&_pii=S0950061816310029&_rdoc=1&_issn=09500618&md5=82d0661c2cda1d980d731b29f6234396" title="Click to view the MathML source">γRdclass="mathContainer hidden">class="mathCode"> and class="mathmlsrc">class="formulatext stixSupport mathImg" data-mathURL="/science?_ob=MathURL&_method=retrieve&_eid=1-s2.0-S0950061816310029&_mathId=si2.gif&_user=111111111&_pii=S0950061816310029&_rdoc=1&_issn=09500618&md5=5b8ee3e7851091d2c9b1c0caec0fb7c6" title="Click to view the MathML source">βSdclass="mathContainer hidden">class="mathCode"> are provided.