Floor response spectra for light components mounted on regular moment-resisting frame structures

Engineering Structures

Volumn 28, Issue 14, 2006, Pages 1927-1940

  Medina, Ricardo A ^a   Sankaranarayanan, Ragunath ^a   Kingston, Kevin M ^b  

^a UNIVERSITY OF MARYLAND   (United States)

^b Neill and Gunter Inc   (United States)

Author keywords

Floor accelerations; Floor response spectra; Moment resisting frames; Nonlinear dynamic analysis; Nonstructural components; Peak component acceleration; Seismic demands

Indexed keywords

MOMENT-RESISTING FRAMES; NONLINEAR DYNAMIC ANALYSIS; NONSTRUCTURAL COMPONENTS; PEAK COMPONENT ACCELERATION;

ACCELERATION; DAMPING; DEGREES OF FREEDOM (MECHANICS); DYNAMICS; SEISMOLOGY; STATISTICAL METHODS;

STRUCTURAL FRAMES;

ACCELERATION; DAMPING; DEGREES OF FREEDOM (MECHANICS); DYNAMICS; SEISMOLOGY; STATISTICAL METHODS; STRUCTURAL FRAMES;

DAMPING; DYNAMIC RESPONSE; FLOOR; GROUND MOTION; SEISMIC RESPONSE; STATISTICAL ANALYSIS; STRUCTURAL RESPONSE;

EID: 33749536389     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2006.03.022     Document Type: Article

References (36)

1. Villaverde R. Seismic design of secondary structures: State of the art. Journal of Structural Engineering 123 8 (1997) 1011-1019
2. Taghavi S, Miranda E. Probabilistic study of peak floor acceleration demands in linear structures. In: Proceedings of the 9th international conference on applications of statistics and probability in civil engineering. 2003
3. Scholl RE. Nonstructural issues of seismic design and construction. Publication no. 84-04. Oakland (CA); Earthquake Engineering Research Institute; 1984
4. Gupta A.K. Response spectrum method in seismic analysis and design of structures (1990), Blackwell Scientific Publications, Inc, Cambridge (MA)
5. Segal D, Hall WJ. Experimental seismic investigation of appendages in structures. Civil engineering studies, structural research series no. 545. Urbana (IL): University of Illinois; 1989
6. Singh MP. An overview of techniques for analysis of nonstructural components. In: Proceedings, ATC-29 seminar and workshop on seismic design and performance of equipment and nonstructural elements in buildings and industrial structures. 1990
7. Adam C. Dynamics of elastic-plastic shear frames with secondary structures: Shake table and numerical studies. Earthquake Engineering and Structural Dynamics 30 2 (2001) 257-277
8. Singh MP, Suarez LE, Matheu EE, Maldonado GO. Simplified procedure for seismic design of nonstructural components and assessment of current code provisions. Report NCEER-93-0013. Buffalo (NY): National Center for Earthquake Engineering Research, State University of New York at Buffalo; 1993
9. Soong TT, Shen G, Wu Z, Zhang RH, Grigoriu M. Asessment of the 1991 NEHRP provisions for nonstructural components and recommended revisions. Report NCEER 93-0003. Buffalo (NY): National Center for Earthquake Engineering Research, State University of New York at Buffalo; 1993
10. Villaverde R. Method to improve seismic provisions for nonstructural components in buildings. Journal of Structural Engineering 123 4 (1997) 432-439
11. Chen Y., and Soong T.T. State-of-the-art-review: Seismic response of secondary systems. Engineering Structures 10 4 (1988) 218-228
12. Soong TT. Seismic behavior of nonstructural elements state-of-the-art report. In: Proceedings, 10th European conference on earthquake engineering. 1994
13. Villaverde R. Seismic analysis and design of nonstructural elements. In: Bozorgnia Y., and Bertero V. (Eds). Earthquake engineering: From engineering seismology to performance-based engineering (2004), CRC Press 1-47 [chapter 19]
14. Biggs J.M., and Roesset J.M. Seismic analysis of equipment mounted on a massive structure. Seismic design of nuclear power plants (1970), MIT press
15. US NRC Regulatory Guide 1.122. Development of floor design response spectra for seismic design of floor-supported equipment or components. Rev. 1 1978
16. International Code Council (ICC). International building code, IBC2003, Falls Church (VA); 2003
17. Building Seismic Safety Council. NEHRP recommended provisions for seismic regulations for new buildings and other structures, FEMA-450. Washington (DC): Federal Emergency Management Agency; 2003
18. Rodriguez M.E., Restrepo J.I., and Carr A.J. Earthquake-induced floor horizontal accelerations in buildings. Earthquake Engineering and Structural Dynamics 31 3 (2001) 693-718
19. Miranda E., and Taghavi S. Approximate floor acceleration demand in multi-story buildings I: Formulation. ASCE Journal of Structural Engineering 131 2 (2005) 203-211
20. Taghavi S., and Miranda E. Approximate floor acceleration demand in multi-story buildings II: Applications. ASCE Journal of Structural Engineering 131 2 (2005) 212-220
21. Amin M, Hall WJ, Newmark NM, Kassawara RP. Earthquake response of multiply connected light secondary systems by spectrum methods. In: Proceedings of the 1st national conference on pressure vessels and piping. 1971. p. 103-29
22. Singh A.K., and Ang A.H. Stochastic prediction of maximum seismic response of light secondary systems. Nuclear Engineering and Design 29 2 (1974) 218-230
23. Toro GR, McGuire RK, Cornell CA, Sewell RT. Linear and nonlinear response of structures and equipment to California and Eastern United States earthquakes. Report NP-5566. Palo Alto (CA): Electric Power Research Institute; 1989
24. Medina RA, Krawinkler H. Seismic demands for nondeteriorating frame structures and their dependence on ground motions. PEER Report 2003/15. Berkeley (CA): Pacific Earthquake Engineering Research Center; 2004
25. Prakash V, Powell GH, Campbell S. DRAIN-2DX: Basic program description and user guide. Report no. UCB/SEMM 93-17. Berkeley (CA): Department of Civil Engineering, University of California; 1993
26. Medina R.A., and Krawinkler H. Strength demand issues relevant for the seismic design of moment-resisting frames. Earthquake Spectra 21 2 (2005) 415-439
27. Medina R.A., and Krawinkler H. Evaluation of drift demands for the seismic performance assessment of frames. ASCE Journal of Structural Engineering 131 7 (2005) 1003-1013
28. Chaudhuri SR, Hutchinson T. Distribution of peak horizontal floor acceleration for estimating nonstructural element vulnerability. In: Proceedings of the 13th world conference on earthquake engineering. 2004
29. Singh MP, Suarez LE, Matheu EE, Maldongado GO. Simplified procedures for seismic design of nonstructural components and assessment of current code provisions. Technical report NCEER-93-0013. Buffalo (NY): State University of New York at Buffalo; 1993
30. Bachman R. Session 6: EDPs for nonstructural components: Engineering demand parameters (EDPs) for nonstructural components. In: 2003 PEER annual meeting. 2003
31. Miranda E, Taghavi S. Towards the prediction of seismic performance of nonstructural elements. In: Proceedings of 2003 SEAOC convention. 2003
32. Lin J., and Mahin S.A. Seismic response of light subsystems on inelastic structures. Journal of Structural Engineering 111 2 (1985) 400-417
33. Sewell RT, Cornell CA, Toro GR, McGuire RK. A study of factors influencing floor response spectra in nonlinear multi-degree-of-freedom structures. JABEEC Report no. 82. Palo Alto (CA): Dept. of Civil and Environmental Engineering, Stanford University; 1986
34. Bachman RE, Drake RM, Richter PJ. 1994 update to 1991 NEHRP provisions for architectural, mechanical, and electrical components and systems. Letter report to the National Center for Earthquake Engineering Research; 1993
35. American Society of Civil Engineers (ASCE). Minimum design loads for buildings and other structures. SEI/ASCE Standard no. 7-02. Reston (VA); 2002
36. Singh M.P. Generation of seismic floor spectra. ASCE Journal of the Engineering Mechanics Division 101 EM5 (1975) 593-607