Empirical Shear Force Capacity And Stiffness Model Of The Cross-Formation Screw Connections In Timber– Concrete Composite Structures
The connection between the two materials has a significant impact on the stiffness and shear force capacity of Timber Concrete Composite (TCC) structures when they are in flexure. Due to some shortcomings in Eurocode 5 (EC5) and existing predictive strength and slip modulus models of screw connectio...
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| المؤلف الرئيسي: | |
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| التنسيق: | Monograph |
| اللغة: | English |
| منشور في: |
Universiti Sains Malaysia
2022
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| الموضوعات: | |
| الوصول للمادة أونلاين: | http://eprints.usm.my/57623/1/Empirical%20Shear%20Force%20Capacity%20And%20Stiffness%20Model%20Of%20The%20Cross-Formation%20Screw%20Connections%20In%20Timber%E2%80%93%20Concrete%20Composite%20Structures.pdf http://eprints.usm.my/57623/ |
| الوسوم: |
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