𝔖 Bobbio Scriptorium
✦   LIBER   ✦

Behavior and design of single plate shear connections

✍ Scribed by A Astaneh-Asl; J Liu; K.M McMullin


Book ID
108402145
Publisher
Elsevier Science
Year
2002
Tongue
English
Weight
481 KB
Volume
58
Category
Article
ISSN
0143-974X

No coin nor oath required. For personal study only.


πŸ“œ SIMILAR VOLUMES


Seismic behavior of code designed steel
✍ Jeffrey W. Berman πŸ“‚ Article πŸ“… 2011 πŸ› Elsevier Science 🌐 English βš– 816 KB

The AISC Seismic Design Provisions now include capacity design requirements for steel plate shear walls, which consist of thin web plates that infill frames of steel beams, denoted horizontal boundary elements (HBEs), and columns, denoted vertical boundary elements (VBEs). The thin unstiffened web p

Tension plane behavior in single-row bol
✍ James G Orbison; Mark E Wagner; William P Fritz πŸ“‚ Article πŸ“… 1999 πŸ› Elsevier Science 🌐 English βš– 269 KB

Previous studies of block shear connection failures have shown that current procedures, in use in the United States, to estimate ultimate load capacities, can produce both conservative and un-conservative estimates of block shear failure loads. In this study, a series of 12 A36 steel short tension s