An earthquake response spectrum method for linear light secondary substructures

ISET Journal of Earthquake Technology

Volumn 44, Issue 1, 2007, Pages 193-211

  Muscolino, Giuseppe ^a   Palmeri, Alessandro ^a  

^a UNIVERSITY OF MESSINA   (Italy)

Author keywords

CQC (Complete Quadratic Combination) rule; Earthquake response spectrum; Light secondary substructures; Non classically damped structures; Non structural components

Indexed keywords

CORRELATION METHODS; DYNAMIC PROGRAMMING; EARTHQUAKES; QUADRATIC PROGRAMMING; STRUCTURAL DESIGN;

COMPLETE QUADRATIC COMBINATION (CQC); EARTHQUAKE RESPONSE SPECTRUM; LIGHT SECONDARY SUBSTRUCTURES; NON-CLASSICALLY DAMPED STRUCTURES; NON-STRUCTURAL COMPONENTS;

SEISMIC RESPONSE;

EID: 44149126428     PISSN: 09720405     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (33)

1. Amini, A. and Trifunac, M.D. (1985). "Statistical Extension of Response Spectrum Superposition", International Journal of Soil Dynamics and Earthquake Engineering, Vol. 4, No. 2, pp. 54-63.
2. Biot, M.A. (1932). "Transient Oscillations in Elastic Systems", Ph.D. Thesis No. 259, Aeronautics Department, California Institute of Technology, Pasadena, U.S.A.
3. Biot, M.A. (1933). "Theory of Elastic Systems Vibrating under Transient Impulse with an Application to Earthquake-Proof Buildings", Proceedings of the National Academy of Sciences of the United States of America, Vol. 19, No. 2, pp. 262-268.
4. Biot, M.A. (1934). "Theory of Vibration of Buildings during Earthquake", Zeitschrift für Angewandte Matematik und Mechanik, Vol. 14, No. 4, pp. 213-223.
5. Cacciola, P., Colajanni, P. and Muscolino, G. (2004). "Combination of Modal Responses Consistent with Seismic Input Representation", Journal of Structural Engineering, ASCE, Vol. 130, No. 1, pp. 47-55.
6. Chen, Y. and Soong, T.T. (1988). "State-of-the-Art Review: Seismic Response of Secondary Systems", Engineering Structures, Vol. 10, No. 4, pp. 218-228.
7. Der Kiureghian, A. (1981). "A Response Spectrum Method for Random Vibration Analysis of MDF systems," Earthquake Engineering & Structural Dynamics, Vol. 9, No. 5, pp. 419-435.
8. Der Kiureghian, A. and Nakamura, Y. (1993). "CQC Modal Combination Rule for High-Frequency Modes", Earthquake Engineering & Structural Dynamics, Vol. 22, No. 11, pp. 943-956.
9. Der Kiureghian, A. and Neuenhofer, A. (1992). "Response Spectrum Method for Multi-Support Seismic Excitations", Earthquake Engineering & Structural Dynamics, Vol. 21, No. 8, pp. 713-740.
10. Dey, A. and Gupta, V.K. (1999). "Stochastic Seismic Response of Multiply-Supported Secondary Systems in Flexible-Base Structures", Earthquake Engineering & Structural Dynamics, Vol. 28, No. 4, pp. 351-369.
11. Falsone, G. and Muscolino, G. (1999). "Cross-Correlation Coefficients and Modal Combination Rules for Non-classically Damped Systems", Earthquake Engineering & Structural Dynamics, Vol. 28, No. 12, pp. 1669-1684.
12. Falsone, G. and Muscolino, G. (2004). "New Real-Value Modal Combination Rules for Non-classically Damped Structures", Earthquake Engineering & Structural Dynamics, Vol. 33, No. 12, pp. 1187-1209.
13. Falsone, G., Muscolino, G. and Ricciardi, G. (1991). "Combined Dynamic Response of Primary and Multiply Connected Cascaded Secondary Subsystems", Earthquake Engineering & Structural Dynamics, Vol. 20, No. 8, pp. 749-767.
14. Feriani, A. and Perotti, F. (1996). "The Formation of Viscous Damping Matrices for the Dynamic Analysis of MDOF Systems", Earthquake Engineering & Structural Dynamics, Vol. 25, No. 7, pp. 689-709.
15. Gupta, A.K. and Jaw, J.W. (1986). "Seismic Response of Nonclassically Damped Systems", Nuclear Engineering and Design, Vol. 91, No. 2, pp. 153-159.
16. Gupta, I.D. and Trifunac, M.D. (1988). "Order Statistics of Peaks in Earthquake Response", Journal of Engineering Mechanics, ASCE, Vol. 114, No. 10, pp. 1605-1627.
17. Gupta, V.K. and Trifunac, M.D. (1989). "Investigation of Building Response to Translational and Rotational Earthquake Excitations", Report CE 89-02, University of Southern California, Los Angeles, U.S.A.
18. Inaudi, J.A. and Kelly, J.M. (1995). "Linear Hysteretic Damping and the Hubert Transform", Journal of Engineering Mechanics, ASCE, Vol. 121, No. 5, pp. 626-632.
19. Iwan, W.D. (1997) "Drift Spectrum: Measure of Demand for Earthquake Ground Motions", Journal of Structural Engineering, ASCE, Vol. 123, No. 4, pp. 397-404.
20. Johnson, C.D. and Kienholz, D.A. (1982). "Finite Element Prediction of Damping in Structures with Constrained Viscoelastic Layers", AIAA Journal, Vol. 20, No. 9, pp. 1284-1290.
21. Lavelle, F.M., Bergman, L. A. and Spanos, P.D. (1991). "Seismic Response Spectra of a Combined System by Green's Functions", Soil Dynamics and Earthquake Engineering, Vol. 10, No. 2, pp. 93-100.
22. Makris, N. (1997). "Causal Hysteretic Element", Journal of Engineering Mechanics, ASCE, Vol. 123, No. 11, pp. 1209-1214.
23. Makris, N. and Zhang, J. (2000). "Time-Domain Viscoelastic Analysis of Earth Structures", Earthquake Engineering & Structural Dynamics, Vol. 29, No. 6, pp. 745-768.
24. Muscolino, G. (1990). "Dynamic Response of Multiply Connected Primary-Secondary Systems", Earthquake Engineering & Structural Dynamics, Vol. 19, No. 2, pp. 205-216.
25. Muscolino, G., Palmeri, A. and Ricciardelli, F. (2005). "Time-Domain Response of Linear Hysteretic Systems to Deterministic and Random Excitations", Earthquake Engineering & Structural Dynamics, Vol. 34, No. 9, pp. 1129-1147.
26. Nashif, A.D., Jones, D.I. and Henderson, J.P. (1985). "Vibration Damping", John Wiley & Sons, New York, U.S.A.
27. Palmeri, A. (2006). "Correlation Coefficients for Structures with Viscoelastic Dampers", Engineering Structures, Vol. 28, No. 8, pp. 1197-1208.
28. PCM (2003). "Ordinanza 3274: Primi Elementi in Materia di Criteri Generali per la Classificazione Sismica del Territorio Nazionale e di Normative Tecniche per le Costruzioni in Zona Sismica", Presidenza del Consiglio dei Ministri, Rome, Italy (in Italian).
29. Singh, M.P. (1988). "Seismic Design of Secondary Systems", Probabilistic Engineering Mechanics, Vol. 3, No. 3, pp. 151-158.
30. Singh, M.P., Moreschi, L.M., Suárez, L.E. and Matheu, E.E. (2006a). "Seismic Design Forces. I: Rigid Nonstructural Components", Journal of Structural Engineering, ASCE, Vol. 132, No. 10, pp. 1524-1532.
31. Singh, M.P., Moreschi, L.M., Suárez, L.E. and Matheu, E.E. (2006b). "Seismic Design Forces. II: Flexible Nonstructural Components", Journal of Structural Engineering, ASCE, Vol. 132, No. 10, pp. 1533-1542.
32. Villaverde, R. (2004). "Seismic Analysis and Design of Nonstructural Elements" in "Earthquake Engineering: From Engineering Seismology to Performance-Based Engineering (edited by Y. Bozorgnia and V.V. Bertero)", CRC Press, Boca Raton, U.S.A.
33. Wilson, E.L., Der Kiureghian, A. and Bayo, E.P. (1981). "A Replacement for the SRSS Method in Seismic Analysis", Earthquake Engineering & Structural Dynamics, Vol. 9, No. 2, pp. 187-192.