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Stress-strain curves of concrete confined by spiral reinforcement: Ahmad, S H and Shah, S PAm. Concrete Inst. J. Proceeding Volume 79 No 6 (November- December 1982) pp 484–490


Publisher
Elsevier Science
Year
1983
Tongue
English
Weight
95 KB
Volume
15
Category
Article
ISSN
0010-4485

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✦ Synopsis


The serviceability limit state for Slip bolted steel joints is the slip-resistance. The statistical properties of the parameters which define this resistance are presented and analysed. Based on these properties, and using first-order second-moment probabilistic analysis, limit-states design criteria are developed for friction-grip bolted joints.