Estimation of peak inelastic deformation demands is a key component of any displacement-based procedure for earthquake-resistant design of new structures or for seismic evaluation of existing structures. On the basis of the results of over a thousand non-linear dynamic analyses, rules are developed
β¦ LIBER β¦
Inelastic torsion of multistorey buildings under earthquake excitations
β Scribed by K. G. Stathopoulos; S. A. Anagnostopoulos
- Publisher
- John Wiley and Sons
- Year
- 2005
- Tongue
- English
- Weight
- 775 KB
- Volume
- 34
- Category
- Article
- ISSN
- 0098-8847
- DOI
- 10.1002/eqe.486
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## Abstract The effectiveness of tuned mass dampers (TMD) in vibration control of buildings was investigated under moderate ground shaking caused by longβdistance earthquakes with frequency contents resembling the 1985 Mexico City (SCT) or the 1995 Bangkok ground motion. The elasticβperfectly plast