Non-linear FEM analysis of earthquake-induced pounding between the main building and the stairway tower of the Olive View Hospital

Engineering Structures

Volumn 31, Issue 8, 2009, Pages 1851-1864

  Jankowski, Robert ^a  

^a GDANSK UNIVERSITY OF TECHNOLOGY   (Poland)

Author keywords

Earthquakes; FEM analysis; Non linear model; Structural pounding

Indexed keywords

ADJACENT STRUCTURES; COLLIDING STRUCTURES; CYCLIC LOADINGS; FEM ANALYSIS; GROUND MOTIONS; LUMPED MASS MODEL; NON-LINEAR MODEL; NONLINEAR FEM; RESPONSE ANALYSIS; SAN FERNANDO EARTHQUAKE; STIFFNESS DEGRADATION; STRUCTURAL INTERACTIONS; STRUCTURAL POUNDING;

EARTHQUAKES; FINITE ELEMENT METHOD; HOSPITALS; MATHEMATICAL MODELS; MODEL STRUCTURES; TOWERS;

STRUCTURAL ANALYSIS;

CYCLIC LOADING; EARTHQUAKE ENGINEERING; FINITE ELEMENT METHOD; GROUND MOTION; RESPONSE ANALYSIS; SEISMIC DESIGN; SEISMIC RESPONSE; STRUCTURAL COMPONENT;

EID: 67349171856     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2009.03.024     Document Type: Article

References (42)

1. Vasiliadis L, Elenas A. Performance of school buildings during the Athens earthquake of 7 September 1999. In: 12th European conference on earthquake engineering. 2002. paper ref. 264
2. Rosenblueth E., and Meli R. The 1985 earthquake: Causes and effects in Mexico City. Concr Int 8 (1986) 23-34
3. Anagnostopoulos SA. Earthquake induced pounding: State of the art. In: Proceedings of 10th European conference on earthquake engineering. 1994. p. 897-905
4. Bertero VV, Collins RG. Investigation of the failures of the Olive View stairtowers during the San Fernando earthquake and their implications on seismic design. EERC Report No. 73-26. Berkeley (USA): Earthquake Engineering Research Center, University of California; 1973
5. Kasai K., and Maison B.F. Building pounding damage during the 1989 Loma Prieta earthquake. Eng Struct 19 (1997) 195-207
6. Anagnostopoulos S.A., and Spiliopoulos K.V. An investigation of earthquake induced pounding between adjacent buildings. Earthq Eng Struct Dyn 21 (1992) 289-302
7. Maison B.F., and Kasai K. Dynamics of pounding when two buildings collide. Earthq Eng Struct Dyn 21 (1992) 771-786
8. Hao H., and Zhang S.-R. Spatial ground motion effect on relative displacement of adjacent building structures. Earthq Eng Struct Dyn 28 (1999) 333-349
9. Jankowski R., and Wilde K. A simple method of conditional random field simulation of ground motions for long structures. Eng Struct 22 (2000) 552-561
10. Jankowski R., Wilde K., and Fujino Y. Pounding of superstructure segments in isolated elevated bridge during earthquakes. Earthq Eng Struct Dyn 27 (1998) 487-502
11. Jankowski R., Wilde K., and Fujino Y. Reduction of pounding effects in elevated bridges during earthquakes. Earthq Eng Struct Dyn 29 (2000) 195-212
12. Anagnostopoulos S.A. Pounding of buildings in series during earthquakes. Earthq Eng Struct Dyn 16 (1988) 443-456
13. Davis R.O. Pounding of buildings modelled by an impact oscillator. Earthq Eng Struct Dyn 21 (1992) 253-274
14. Chau K.T., and Wei X.X. Pounding of structures modelled as non-linear impacts of two oscillators. Earthq Eng Struct Dyn 30 (2001) 633-651
15. Ruangrassamee A., and Kawashima K. Relative displacement response spectra with pounding effect. Earthq Eng Struct Dyn 30 (2001) 1511-1538
16. Jankowski R. Non-linear viscoelastic modelling of earthquake-induced structural pounding. Earthq Eng Struct Dyn 34 (2005) 595-611
17. Jankowski R. Pounding force response spectrum under earthquake excitation. Eng Struct 28 (2006) 1149-1161
18. Maison B.F., and Kasai K. Analysis for type of structural pounding. J Struct Eng 116 (1990) 957-977
19. Papadrakakis M., Mouzakis H., Plevris N., and Bitzarakis S.A. Lagrange multiplier solution method for pounding of buildings during earthquakes. Earthq Eng Struct Dyn 20 (1991) 981-998
20. Jankowski R. Earthquake-induced pounding between equal height buildings with substantially different dynamic properties. Eng Struct 30 (2008) 2818-2829
21. Karayannis C.G., and Favvata MJ. Inter-story pounding between multistory reinforced concrete structures. Structural Engineering and Mechanics 20 (2005) 505-526
22. Karayannis C.G., and Favvata MJ. Earthquake-induced interaction between adjacent reinforced concrete structures with non-equal heights. Earthq Eng Struct Dyn 34 (2005) 1-20
23. Favvata MJ, Karayannis CG, Liolios AA. Non-linear static versus dynamic analyses for the interaction of structures. In: Proceedings of 7th European conference on structural dynamics. 2008. paper no. E218
24. Papadrakakis M., Apostolopoulou C., Zacharopoulos A., and Bitzarakis S. Three-dimensional simulation of structural pounding during earthquakes. J Eng Mech 122 (1996) 423-431
25. Leibovich E., Rutenberg A., and Yankelevsky D.Z. On eccentric seismic pounding of symmetric buildings. Earthq Eng Struct Dyn 25 (1996) 219-233
26. Mahin SA, Bertero VV, Chopra AK, Collins RG. Response of the Olive View Hospital main building during the San Fernando earthquake. EERC Report No. 76-22. Berkeley (USA): Earthquake Engineering Research Center, University of California; 1976
27. Feenstera P.H., and de Borst R. Constitutive model for reinforced concrete. J Eng Mech 121 (1995) 587-595
28. Buyukozturk O. Nonlinear analysis of reinforced concrete structures. Comput Struct 7 (1977) 149-156
29. Jirásek M., and Bažant Z.P. Inelastic analysis of structures (2002), John Wiley & Sons, Chichester (UK)
30. Lee J., and Fenves G.L. Plastic-damage model for cyclic loading of concrete structures. J Eng Mech 124 (1998) 892-900
31. Meguro K., and Tagel-Din H. Applied element simulation of RC structures under cyclic loading. J Struct Eng 127 (2001) 1295-1305
32. Lubliner J., Oliver J., Oller S., and Oñate E. A plastic-damage model for concrete. Int J Solids Struct 25 (1989) 299-326
33. Gopalaratnam V.S., and Shah S.P. Softening response of plain concrete in direct tension. J Amer Concr Inst 82 (1985) 310-323
34. Farag H.M., and Leach P. Material modelling for transient dynamic analysis of reinforced concrete structures. Internat J Numer Methods Eng 12 (1996) 2111-2129
35. Darwin D., and Pecknold D.A. Analysis of cyclic loading of plane R/C structures. Comput Struct 7 (1977) 137-147
36. Karsan I.D., and Jirsa J.O. Behavior of concrete under compressive loadings. J Struct Div ASCE 95 (1969) 2543-2563
37. Zienkiewicz O.C., and Taylor R.L. The finite element method (2002), Butterworth-Heinemann, Oxford (UK)
38. Gazetas G. Seismic design of foundations and soil-structure interaction. In: First European conference on earthquake engineering and seismology. 2006 [CD-ROM]. Paper no. K7
39. Chopra A.K. Dynamics of structures: Theory and applications to earthquake engineering (1995), Prentice-Hall, Englewood Cliffs (USA)
40. Wriggers P. Computational contact mechanics (2002), John Wiley & Sons, Chichester (UK)
41. Jennings PC. Engineering features of the San Fernando earthquake. EERL Report No. 71-02. Pasadena (USA): Earthquake Engineering Research Laboratory, California Institute of Technology; 1971
42. Lew H.S., Leyendecker E.V., and Dikkers R.D. Engineering aspects of the 1971 San Fernando earthquake. Building science series vol. 40 (1971), National Bureau of Standards, US Department of Commerce, Washington (USA)