Spatial ground motion effect on relative displacement of adjacent building structures

Earthquake Engineering and Structural Dynamics

Volumn 28, Issue 4, 1999, Pages 333-349

  Hao, Hong ^a   Zhang, Se Rong ^b  

^a NANYANG TECHNOLOGICAL UNIVERSITY   (Singapore)

^b TIANJIN UNIVERSITY   (China)

Author keywords

Dynamic displacement; Pounding; Quasi static displacement; Relative response; Spatial ground motion

Indexed keywords

BUILDINGS; DYNAMIC RESPONSE; STRUCTURAL ANALYSIS; VIBRATIONS (MECHANICAL);

DYNAMIC DISPLACEMENT; RANDOM VIBRATION METHOD;

EARTHQUAKE RESISTANCE;

GROUND MOTION; SEISMIC POUNDING; SEISMIC RESPONSE; STRUCTURAL RESPONSE;

EID: 0033028970     PISSN: 00988847     EISSN: None     Source Type: Journal    
DOI: 10.1002/(SICI)1096-9845(199904)28:4<333::AID-EQE820>3.0.CO;2-R     Document Type: Article

References (28)

1. E. Rosenblueth and R. Meli, 'The 1985 earthquake: cause and effects in Mexico City', Concrete Int. ACI 8(5), 23-24 (1986).
2. S. A. Anagnostopoulos, 'Building pounding re-examined: how serious a problem is it? Paper No. 2108', Proc. 11th WCEE, Acapulco, Mexico, 23-28 June 1996.
3. K. Kasai and B. F. Maison, 'Observation of structural pounding damage from the 1989 Loma Prieta earthquake', Proc. 6th Canadian Conf. on Earthquake Engineering, Toronto, 1991, pp. 735-742.
4. S. A. Anagnostopoulos, 'Earthquake induced pounding: state of the art', Proc. 10th European Conf. on Earthquake Engineering, Vienna, Austria, Vol. 2, 1995, pp. 897-905.
5. A. Wada, Y. Shinozaki and N. Nakamura, 'Collapse of building with expansion joints through collision caused by earthquake motion', Proc. 8th World Conf. on Earthquake Engineering, San Francisco, California Vol. 4, 1984, pp. 855-862.
6. S. A. Anagnostopoulos, 'Pounding of buildings in series during earthquakes', J. Earthquake Engng. Struct. Dyn. 16, 443-456 (1988).
7. B. F. Maison and K. Kasai, 'Analysis for the type of structural pounding', J. Struct. Engng. ASCE 116(4), 957-977 (1990).
8. M. Papadrakakis and H. Mouzakis, 'Earthquake simulator testing of pounding between adjacent buildings', J. Earthquake Engng. Struct. Dyn. 24, 811-834 (1995).
9. A. Filiatrault, M. Cervantes, B. Folz and H. Prion, 'Pounding of buildings during eathquakes: a Canadian perspective', Can. J. Civil Engng. 21, 251-256 (1994).
10. E. Leibovich, A. Rutenberg and D. I. Yankelevsky, 'On eccentric seismic pounding of symmetric buildings', J. Earthquake Engng. Struct. Dyn. 25, 219-233 (1996).
11. Int. Conf. of Building Officials, 'Uniform building code (UBC)', Whittier, California, U.S.A., 1993.
12. National Research Council of Canada, 'National building code of Canada (NBCC)', Ottawa, Ontario, Canada, 1990.
13. Chinese Academy of Building Research, 'Seismic design code for building and structures - GBJ11-89', Beijing, China, 1989 (in Chinese).
14. H. Hao, 'Arch responses to correlated multiple excitations', J. Earthquake Engng. Struct. Dyn. 22, 389-404 (1993).
15. R. Harichandran and W. Wang, 'Response of indeterminate two-span beam to spatially varying seismic excitation', J. Earthquake Engng. Struct. Dyn. 19, 173-187 (1990).
16. A. Zerva, 'Response of multi-span beams to spatially incoherent seismic ground motions', J. Earthquake Engng. Struct. Dyn. 19, 819-832 (1990).
17. H. A. Jing and M. H. Young, 'Impact interactions between two vibration systems under random excitation', J. Earthquake Engng. Struct. Dyn. 20, 667-681 (1991).
18. V. Jeng, K. Kasai and B. F. Maison, 'A spectral difference method to estimate building separation to avoid pounding', Earthquake Spectra 8(2), 201-203 (1992).
19. V. Jeng and K. Kasai, 'Spectral relative motion of two structures due to seismic travel waves', J. Struct. Engng. ASCE 122(10), 1128-1135 (1996).
20. K. Kasai, R. A. Jagiasi and V. Jeng, 'Inelastic vibration phase theory for seismic pounding mitigation', J. Struct. Engng. ASCE 122(10), 1136-1146 (1996).
21. J. Penzien, 'Evaluation of building separation distance required to prevent pounding during strong earthquakes', J. Earthquake Engng. Struct. Dyn. 26, 849-858 (1997).
22. H. Tajimi, 'A statistical method of determining the maximum response of a building structure during an earthquake', Proc. 2nd World Conf. on Earthquake Engineering, Tokyo, Japan, Vol. 2, 1960, pp. 781-897.
23. J. H. Lin, 'Separation distance to avoid seismic pounding of adjacent buildings' J. Earthquake Engng. Struct. Dyn. 26, 395-403 (1997).
24. R. Ruiz and J. Penzien, 'Probabilistic study of the behaviour of structures during earthquake', Report No. UCB/EERC 69-03, Earthquake Engineering Research Center, University of California at Berkeley, California, 1969.
25. H. Hao, 'Effects of spatial variation of ground motions on large multiply-supported structures', Report No. UCB/EERC-89/06, Earthquake Engineering Research Center, University of California at Berkeley, Berkeley, California 94720, 1989.
26. H. Hao, 'Parametric study of the required seating length for bridge deck during earthquake', J. Earthquake Engng. Struct. Dyn. 27, 91-103 (1998).
27. E. L. Wilson. 'CAL-91 - Computer assisted learning of structural analysis', Report No. UCB/SEMM-91/01, Department of Civil Engineering, University of California at Berkeley, 1991.
28. A. Der Kiureghian, 'Structural response to stationary excitation', J. Engng. Mech. ASCE 106(6), 1195-1213 (1980).