๐”– Bobbio Scriptorium
โœฆ   LIBER   โœฆ

A hybrid force/displacement seismic design method for steel building frames

โœ Scribed by Tzimas, A.S.; Karavasilis, T.L.; Bazeos, N.; Beskos, D.E.

Book ID
121304142
Publisher
Elsevier Science
Year
2013
Tongue
English
Weight
683 KB
Volume
56
Category
Article
ISSN
0141-0296

No coin nor oath required. For personal study only.

๐Ÿ“œ SIMILAR VOLUMES

Towards a seismic design method for plan
Towards a seismic design method for plane steel frames using equivalent modal damping ratios
โœ George A. Papagiannopoulos; Dimitri E. Beskos ๐Ÿ“‚ Article ๐Ÿ“… 2010 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 591 KB

A method for seismic design of plane steel moment resisting frames based on the use of equivalent modal damping ratios is developed. The method determines the design base shear of the structure through spectrum analysis using rationally obtained equivalent modal damping ratios instead of the crude s

Implications of design philosophies for
Implications of design philosophies for seismic response of steel moment frames
โœ Ashraf Osman; A. Ghobarah; R. M. Korol ๐Ÿ“‚ Article ๐Ÿ“… 1995 ๐Ÿ› John Wiley and Sons ๐ŸŒ English โš– 901 KB

During a severe earthquake, steel moment resisting frames are expected to experience significant inelastic deformation in their members and joints. This behaviour is dependent upon several design parameters such as member sizes, frame's overstrength, member deformation capacities and the detailing o

A robust control method for seismic prot
A robust control method for seismic protection of civil frame building
โœ Jong-Cheng Wu; Hsin-Hsien Chih; Chern-Hwa Chen ๐Ÿ“‚ Article ๐Ÿ“… 2006 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 371 KB

Recently, more and more experimental studies indicate that a mature active control design toward practical implementation requires consideration of robustness criteria in the design process, which includes the performance robustness in reducing tracking error and in resistance to external disturbanc