Extension of eurocode 8 torsional provisions to multi-storey buildings

Journal of Earthquake Engineering

Volumn 4, Issue 1, 2000, Pages 25-41

  Moghadam, A S ^a   Tso, W K ^b  

^a INTERNATIONAL INSTITUTE OF EARTHQUAKE ENGINEERING AND SEISMOLOGY IIEES   (Iran)

^b MCMASTER UNIVERSITY   (Canada)

Author keywords

Code provisions; Multi storey buildings; Seismic response; Torsion; Torsional stiffness

Indexed keywords

EID: 0034338991     PISSN: 13632469     EISSN: None     Source Type: Journal    
DOI: 10.1080/13632460009350361     Document Type: Article

References (8)

1. Anastassiadis, K. and Carydis, P. [1996] “Design eccentricities and damages of non- symmetrical buildings,” in European Workshop on the Seismic Behaviour of Asymmetric and Set-Back Structures, Proc., Capri-Naples, Italy, eds. R. Ramasco and A. Rutenberg, pp. 78-103.
2. Eurocode 8 [1994] Design provisions for earthquake resistant of structures, European Committee for Standardization, ENV 1998-1-1/2/3.
3. Li, K-N. [1993] “CANNY-C: A computer program for 3D nonlinear dynamic analysis of building structures,” Research report No. CE004. Singapore: National University of Singapore.
4. Moghadam, A. S. and Tso, W. K. [1996] “Seismic response of regular asymmetrical RC ductile frame buildings,” In European Workshop on the Seismic Behaviour of Asymmetric and Set-Back Structures, Proc., Capri-Naples, Italy, eds. R. Ramasco and A. Rutenberg, pp. 37-57.
5. Moghadam, A. S. [1998] “Seismic torsional response of asymmetrical multi-storey frame buildings,” Ph.D. Thesis, Department of Civil Engineering, McMaster University, Hamilton, Canada.
6. Moghadam, A., Sarid Tso, W. K. [1999] “A limitation of static torsional provisions,” J. Earthq. Engrg. Struct. Dyn. submitted for publication.
7. Tso, W. K. [1990] “Static eccentricity concept for torsional moment estimation,” J. Struc. Engrg., ASCE 116(5), 1199-1212.
8. Tso, W. K. and Wong, C. M. [1995] “Eurocode 8 seismic torsional provisions evaluation,” Journal of European Earthquake Engineering (1), 23-33.