Auteur Teh, Lip H.
Documents disponibles écrits par cet auteur (7)
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Article : texte imprimé
Drew D. A. Clements, Auteur ; Teh, Lip H., Auteur |In the steel design codes worldwide, the shear area for calculating the block shear capacity of a bolted connection is either the gross or the net shear area. The authors have previously noted independent experimental evidence indicating the she[...]
Article : texte imprimé
Teh, Lip H., Auteur ; Drew D. A. Clements, Auteur |This paper examines the mechanisms for block shear failures of bolted connections in steel plates postulated in the design equations specified in the North American, European, and Australian steel structures codes. It explains that there is only[...]
Article : texte imprimé
P. Sharafi, Auteur ; Muhammad N. S. Hadi, Auteur ; Teh, Lip H., Auteur |This paper presents a new methodology for cost optimization of the preliminary layout design of three-dimensional (3D) reinforced concrete (RC) frames. This approach is capable of being easily employed for the optimal layout design of a realisti[...]
Article : texte imprimé
Teh, Lip H., Auteur ; Benoit P. Gilbert, Auteur |This paper examines the accuracy of design equations specified in the North American, European and Australasian codes for cold-formed steel structures in determining the net section tension capacity of bolted connections in flat steel sheets. It[...]
Article : texte imprimé
Teh, Lip H., Auteur ; Benoit P. Gilbert, Auteur |This paper examines the accuracy of equations specified by the North American and Australasian steel structures codes for determining the net section tension capacity of a cold-formed steel angle brace bolted at one leg. The configurations teste[...]
Article : texte imprimé
This Paper aims to clarify the intricacies of spatial rotation kinematics as applied to three-dimensional (3D) sytability analysis of metal framed structures with minimal mathematical abstraction. In partical, it discusses the ability of the kin[...]
Article : texte imprimé
Teh, Lip H., Auteur ; Drew D. A. Clements, Auteur |This paper examines the assumption implicit in Cochrane’s formula that stresses are uniformly distributed across the net section of a staggered bolted connection. The assumption was found to be overoptimistic for connections in steel having low [...]
