Empirical Shear Force Capacity And Stiffness Model Of The Cross-Formation Screw Connections In Timber– Concrete Composite Structures

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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Bibliographic Details
Main Author: Zahir, Mohd Khairul Akmal Md
Format: Monograph
Language:English
Published: Universiti Sains Malaysia 2022
Subjects:
T Technology
TA Engineering (General). Civil engineering (General)
Online Access:http://eprints.usm.my/57623/
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

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http://eprints.usm.my/57623/
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

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