𝔖 Bobbio Scriptorium
✦   LIBER   ✦

Effect of Overstrength on the Seismic Behaviour of Multi-Storey Regularly Asymmetric Buildings

✍ Scribed by Mario de Stefano; Edoardo Michele Marino; Pier Paolo Rossi


Publisher
Springer
Year
2006
Tongue
English
Weight
243 KB
Volume
4
Category
Article
ISSN
1570-761X

No coin nor oath required. For personal study only.


πŸ“œ SIMILAR VOLUMES


Seismic code analysis of multi-storey as
✍ Harasimowicz, Anthony P.; Goel, Rakesh K. πŸ“‚ Article πŸ“… 1998 πŸ› John Wiley and Sons 🌐 English βš– 196 KB πŸ‘ 1 views

Static torsional provisions in most seismic codes require that the lateral force at each floor level be applied at some distance from the reference centre at that floor. However, codes do not specify how to determine the locations of these centres. As a result, several different definitions of the r

EFFECTIVENESS OF ACTIVE TUNED MASS DAMPE
✍ C.-H. Loh; C.-H. Chao πŸ“‚ Article πŸ“… 1996 πŸ› Elsevier Science 🌐 English βš– 630 KB

The purpose of this study is to show the effectiveness of control strategies among the passive tuned mass damper system, active tuned mass damper (ATMD) system, base-isolation system and hybrid control system. A systematic way to determine the weighting matrix Q in the control system is proposed. Th

Understanding and predicting effects of
✍ Wen-Hsiung Lin; Anil K. Chopra πŸ“‚ Article πŸ“… 2001 πŸ› John Wiley and Sons 🌐 English βš– 292 KB

## Abstract Supplemental damping could mitigate the earthquake‐induced damage in buildings with asymmetric plan, known to be more vulnerable to damage than comparable symmetric‐plan buildings. This investigation aims to improve the understanding of how and why planwise distribution of fluid viscous

Dynamic soil–structure interaction effec
✍ H. Shakib; A. Fuladgar πŸ“‚ Article πŸ“… 2004 πŸ› Elsevier Science 🌐 English βš– 352 KB

An approach is formulated for the linear analysis of three-dimensional dynamic soil-structure interaction of asymmetric buildings in the time domain, in order to evaluate the seismic response behaviour of torsionally coupled buildings. The asymmetric building is idealized as a single-storey three-di