Equivalent Lateral Force and Modal Analysis Procedures of the 2000 NEHRP Provisions for Buildings with Damping Systems

Earthquake Spectra

Volumn 19, Issue 4, 2003, Pages 959-980

  Whittaker, Andrew S ^a   Constantinou, Michael C ^a   Ramirez, Oscar M ^b   Johnson, Martin W ^c   Chrysostomou, Christis Z ^d  

^a the State University of New York   (United States)

^b UNIVERSIDAD TECNOLÓGICA DE PANAMÁ   (Panama)

^c ABS CONSULTING   (United States)

^d HIGHER TECHNICAL INSTITUTE   (Cyprus)

Author keywords

[No Author keywords available]

Indexed keywords

BUILDINGS; DYNAMICS; EARTHQUAKES; ENERGY DISSIPATION; GRAVITATION; LOADS (FORCES); SEISMOLOGY; SPECTRUM ANALYSIS; STRENGTH OF MATERIALS; STRUCTURAL DESIGN; VISCOELASTICITY;

EQUIVALENT LATERAL FORCES; GRAVITY LOAD-RESISTING SYSTEM; MODAL ANALYSIS PROCEDURES;

DAMPING;

BUILDING; DAMPING; EARTHQUAKE ENGINEERING; SEISMIC RESPONSE;

EID: 84928095969     PISSN: 87552930     EISSN: None     Source Type: Journal    
DOI: 10.1193/1.1622391     Document Type: Article

References (19)

1. Applied Technology Council (ATC), 1995. Response Modification Factors, Report No. ATC-19, Redwood City, CA.
2. Applied Technology Council (ATC), 1997. NEHRP Guidelines for the Seismic Rehabilitation of Buildings and NEHRP Commentary on the Guidelines for the Seismic Rehabilitation of Buildings, 1997 Edition, Part 1 - Provisions, Part 2 - Commentary, Report Nos. FEMA-273 and FEMA-274, prepared for and published by the Federal Emergency Management Agency, Washington, D.C.
3. Building Seismic Safety Council (BSSC), 1998. NEHRP Recommended Provisions for Seismic Regulations for New Buildings and Other Structures, 1997 Edition, Part 1 - Provisions, Part 2 - Commentary, Report Nos. FEMA-302 and FEMA-303, prepared for and published by the Federal Emergency Management Agency, Washington, D.C.
4. Building Seismic Safety Council (BSSC), 2001. NEHRP Recommended Provisions for Seismic Regulations for New Buildings and Other Structures, 2000 Edition, Report Nos. FEMA-368 and FEMA-369, Federal Emergency Management Agency, Washington, D.C.
5. Clough, R., and Penzien, J., 1993. Dynamics of Structures, John Wiley & Sons, Ltd, London.
6. Constantinou, M. C., and Symans, M., 1992. Experimental and Analytical Investigation of Structures with Supplemental Fluid Viscous Dampers, NCEER Report 92-0032, National Center for Earthquake Engineering Research, University at Buffalo, State University of New York, Buffalo, NY.
7. Constantinou, M. C., Soong, T. T., and Dargush, G. F., 1998. Passive Energy Dissipation Systems for Structural Design and Retrofit, Monograph Series No. 1, Multidisciplinary Center for Earthquake Engineering Research, University at Buffalo, State University of New York at Buffalo, Buffalo, NY.
8. Constantinou, M. C., and Sigaher, N., 2000. Energy dissipation system configurations for improved performance, Proceedings, 2000 Structures Congress, Philadelphia, PA, American Society of Civil Engineers.
9. Hanson, R. D., and Soong, T. T., 2001. Seismic Design with Supplemental Energy Dissipation Devices, Earthquake Engineering Research Institute, Oakland, CA, 135 pp.
10. International Conference of Building Officials (ICBO), 1991. Uniform Building Code, Whittier, CA.
11. Newmark, N., and Rosenblueth, E., 1971. Fundamentals of Earthquake Engineering, Prentice Hall, London.
12. Ramirez, O. M., Constantinou, M. C., Kircher, C. A., Whittaker, A. S., Johnson, M. W., and Gomez, J. D., 2000. Development and Evaluation of Simplified Procedures for Analysis and Design of Buildings with Passive Energy Dissipation Systems, MCEER Report 00-0010, Multidisciplinary Center for Earthquake Engineering Research, University at Buffalo, State University of New York, Buffalo, NY.
13. Ramirez, O. M., Constantinou, M. C., Gomez, J. D., Whittaker, A. S., and Chrysostomou, C. Z., 2002a. Elastic and inelastic seismic response of structures with damping systems, Earthquake Spectra 18 (3), 501-530.
14. Ramirez, O. M., Constantinou, M. C., Whittaker, A. S., Kircher, C. A., and Chrysostomou, C. Z., 2002b. Evaluation of simplified methods of analysis of yielding structures with damping systems, Earthquake Spectra 18 (3), 531-547.
15. Ramirez, O. M., Constantinou, M. C., Whittaker, A. S., Kircher, C. A., Johnson, M. W., and Chrysostomou, C. Z., 2003. Validation of the 2000 NEHRP Provisions' equivalent lateral force and modal analysis procedures for buildings with damping systems, Earthquake Spectra 19 (4), 981-999. [this issue]
16. Seleemah, A. A., and Constantinou, M. C., 1997. Investigation of Seismic Response of Buildings with Linear and Nonlinear Fluid Viscous Dampers, NCEER Report 97-004, National Center for Earthquake Engineering Research, University at Buffalo, State University of New York, Buffalo, NY.
17. Soong, T. T., and Dargush, G. F., 1997. Passive Energy Dissipation Systems in Structural Engineering, John Wiley & Sons Ltd., London (UK) and New York (USA).
18. Whittaker, A. S., Aiken, I. D., Bergman, D., Clark, P. W., Cohen, J. M., Kelly, J. M., and Scholl, R. E., 1993. Code requirements for the design and implementation of passive energy dissipation systems, Proceedings, Seminar on Seismic Isolation, Passive Energy Dissipation, and Active Control, Report No. ATC-17-1, Applied Technology Council, Redwood City, CA.
19. Zimmer, M., 1999. Characterization of Viscoelastic Materials for Use in Seismic Energy Dissipation Systems, Master of Science thesis, Department of Civil, Structural, and Environmental Engineering, University at Buffalo, State University of New York, Buffalo, NY.