Seismic evaluation of multi-storey RC frame using modal pushover analysis

Nonlinear Dynamics

Volumn 43, Issue 4, 2006, Pages 329-342

  Chandrasekaran, S ^a   Roy, Anubhab ^a  

^a BANARAS HINDU UNIVERSITY   (India)

Author keywords

Dynamic analysis; Higher mode contribution; Modal pushover analysis; Pushover curves; Response spectrum analysis (RSA)

Indexed keywords

ACCELERATION; LOADING; MATHEMATICAL MODELS; SEISMOLOGY; SPECTRUM ANALYSIS;

DYNAMIC ANALYSIS; HIGHER MODE CONTRIBUTION; MODAL PUSHOVER ANALYSIS; PUSHOVER CURVES; RESPONSE SPECTRUM ANALYSIS (RSA);

STRUCTURAL FRAMES;

EID: 33646399187     PISSN: 0924090X     EISSN: None     Source Type: Journal    
DOI: 10.1007/s11071-006-8327-6     Document Type: Article

References (15)

1. Vamvatsikos, D. and Cornell, C. A., 'Incremental dynamic analysis', Earthquake Engineering and Structural Dynamics 31(3), 2002, 491-514.
2. Wilson, E. L. and Habibullah, A., 'Static and dynamic analysis of multistorey buildings including p-delta effects', Earthquake Spectra, Earthquake Engineering Research Institute 3(3), 1987, 289-298.
3. Chopra, A. K., Dynamics of Structures - Theory and Applications to Earthquake Engineering 2nd edn., Pearson Education, Singapore, 2003.
4. Luco, N., Mori, Y., Funahashi, Y., Cornell, C. A., and Nakashima, M., 'Evaluation of predictors of nonlinear seismic demands using "Fishbone" models of SMRF buildings', Earthquake Engineering and Structural Dynamics 32(14), 2003, 2267-2288.
5. Chandrasekaran, S., Tripathi, U. K., and Srivastava, M., 'Study of plan irregularity effects on seismic vulnerability of MRFS', in Proceedings of the Fifth Asia-Pacific Conference on Shock & Impact Loads on Structures, 2003, pp. 125-136.
6. IS 1893 (part 1), Criteria for Earthquake Resistant Design of Structures. Part 1. General Provisions and Buildings, fifth revision, 2002, Bureau of Indian Standards, New Delhi, India.
7. Stratta, J. L., Manual of Seismic Design, 1st edn., Pearson Education, Singapore, 2003.
8. Shome, N. and Cornell, C. A., 'Structural seismic demand analysis: Consideration of "collapse"', in Proceedings of the Eighth American Society of Civil Engineers Specialty Conference on Probabilistic Mechanics and Structural Reliability, 2000, Norte Dame, July 24-26.
9. Ghosh, S. K., 'Seismic design using structural dynamics', International Code Council, July 2001.
10. Habibullah, A. and Pyle, S., 'Practical three dimensional nonlinear static pushover analysis', Structure Magazine, Winter 1998, Berkeley, CA, USA.
11. Qian, J. and Zhou, J., Full-Range Pushover Analysis of RC Frame, Project Report of National Natural Science Foundation, PRC, 2003.
12. Ballard, T. A., Krimotat, A., and Mutobe, R., Utilizing Pushover Analysis for Seismic Performance of Steel Bridge structures, Lecture Notes Extract, 2003.
13. Jain, S. K., et al., 'Bhuj, India earthquake of January 26, 2001 reconnaissance report', Earthquake Spectra, Earthquake Engineering Research Institute, Supplement A to Vol. 18, 2002, 160-185.
14. Chopra, A. K. and Goel, R. K., 'A modal pushover analysis procedure to estimate seismic demands for buildings: Summary and evaluation', in Proceedings of the Fifth National Conference on Earthquake Engineering, Istanbul, Turkey.
15. FEMA 273. Seismic Rehabilitation Guidelines, Federal Emergency Management Agency, Washington, DC, 1997.