𝔖 Bobbio Scriptorium
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Nonlinear Analysis of Steel Moment Connections

✍ Scribed by Patel, Kirit V.; Chen, Wai F.

Book ID
120212387
Publisher
American Society of Civil Engineers
Year
1984
Tongue
English
Weight
907 KB
Volume
110
Category
Article
ISSN
0733-9445

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πŸ“œ SIMILAR VOLUMES

Wind-moment steel frames with standard d
Wind-moment steel frames with standard ductile connections
✍ N.D Brown; D Anderson; A.F Hughes πŸ“‚ Article πŸ“… 1999 πŸ› Elsevier Science 🌐 English βš– 134 KB

The established wind-moment method is a form of plastic design which requires beam-tocolumn connections to behave in a ductile manner. Standard details are therefore necessarily relatively flexible, which affects both serviceability and the stability of such frames. This paper reports a study on the

Fire resistance of unprotected steel bea
Fire resistance of unprotected steel beams with moment connections
✍ T.C.H. Liu πŸ“‚ Article πŸ“… 1999 πŸ› Elsevier Science 🌐 English βš– 548 KB

The structural behaviour in fire of simple sub-structured frames consisting of unprotected steel I-beams and columns, which connect through end-plate bolted connection, is studied using finite element modelling. Extended and flush end-plate connections are examined. These connections are considered