𝔖 Bobbio Scriptorium
✦   LIBER   ✦

Behavior of tall buildings with mixed use of rigid and semi-rigid connections

✍ Scribed by N. Kishi; W.F. Chen; Y. Goto; R. Hasan


Publisher
Elsevier Science
Year
1996
Tongue
English
Weight
985 KB
Volume
61
Category
Article
ISSN
0045-7949

No coin nor oath required. For personal study only.


πŸ“œ SIMILAR VOLUMES


Nonlinear seismic response of steel stru
✍ Alfredo Reyes-Salazar; Achintya Haldar πŸ“‚ Article πŸ“… 1999 πŸ› Elsevier Science 🌐 English βš– 276 KB

The nonlinear seismic responses of steel frames with fully restrained, partially restrained and composite connections are evaluated and compared in terms of the maximum interstory and maximum top lateral displacements. Steel frames are usually analyzed assuming all the

Development of practical design methods
✍ J.M. Cabrero; E. Bayo πŸ“‚ Article πŸ“… 2005 πŸ› Elsevier Science 🌐 English βš– 550 KB

The use of semi-rigid joints is among the novelties incorporated in Eurocode 3. Although the benefits of semi-rigid joints are extensively documented, they are not really used much in practice. There is a lack of appropriate design methods, models and tools. In this article a design method suitable