A DISPLACEMENT-BASED APPROACH FOR VULNERABILITY EVALUATION OF CLASSES OF BUILDINGS
DOI: 10.1080/13632469909350353
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摘要: … of the results, but an analytical evaluation of the response of the building, including its energy dissipation and deformation capacity, is still attempted. The results are presented in terms …
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G Calvi, G. R. Kingsley, Displacement based design of multi-degree-of-freedom bridge structures, ,vol. 24, pp. 1247- 1266 ,(1995)
A.C. Costley, Dynamic response of URM buildings with flexible diaphragms ,(1995)
E. Faccioli, V. Pessina, G.M. Calvi, B. Borzi, A study on damage scenarios for residential buildings in Catania city Journal of Seismology. ,vol. 3, pp. 327- 343 ,(1999) , 10.1023/A:1009856129016
G. M. Calvi, F. Seible, M. J. N. Priestley, Seismic Design and Retrofit of Bridges ,(1996)
Mete A. Sozen, Akenori Shibata, SUBSTITUTE-STRUCTURE METHOD FOR SEISMIC DESIGN IN R/C Journal of the Structural Division. ,vol. 102, pp. 1- 18 ,(1976) , 10.1061/JSDEAG.0004250
Dina D'Ayala, Robin Spence, Carlos Oliveira, Antonios Pomonis, Earthquake loss estimation for Europe's historic town centres Earthquake Spectra. ,vol. 13, pp. 773- 793 ,(1997) , 10.1193/1.1585980
W. D. Iwan, Estimating inelastic response spectra from elastic spectra Earthquake Engineering & Structural Dynamics. ,vol. 8, pp. 375- 388 ,(1980) , 10.1002/EQE.4290080407
Charles A. Kircher, Aladdin A. Nassar, Onder Kustu, William T. Holmes, Development of building damage functions for earthquake loss estimation Earthquake Spectra. ,vol. 13, pp. 663- 682 ,(1997) , 10.1193/1.1585974
M. J. Nigel Priestley, G. Michele Calvi, Towards a Capacity‐Design Assessment Procedure for Reinforced Concrete Frames Earthquake Spectra. ,vol. 7, pp. 413- 437 ,(1991) , 10.1193/1.1585635
Mervyn J. Kowalsky, M. J. Nigel Priestley, Gregory A. MacRae, Displacement‐based design of RC bridge columns in seismic regions Earthquake Engineering & Structural Dynamics. ,vol. 24, pp. 1623- 1643 ,(1995) , 10.1002/EQE.4290241206