Earthquake induced pounding in friction varying base isolated buildings

Engineering Structures

Volumn 29, Issue 11, 2007, Pages 2825-2832

  Agarwal, V K ^a   Niedzwecki, J M ^a   van de Lindt, J W ^b  

^a TEXAS A AND M UNIVERSITY   (United States)

^b Department of Mechanical Engineering   (United States)

Author keywords

Base isolation; Building pounding; Damage; Earthquake engineering; Impact; Teflon bearings; Variable friction

Indexed keywords

ACCELERATION; BEARINGS (STRUCTURAL); BUILDINGS; COMPUTER SIMULATION; DEGREES OF FREEDOM (MECHANICS); FRICTION; KINEMATICS; OSCILLATORS (MECHANICAL); VIBRATIONS (MECHANICAL);

GROUND MOTION; ISOLATED BUILDINGS; SEISMIC HAZARD; TEFLON BEARINGS;

EARTHQUAKE RESISTANCE;

ACCELERATION; BEARINGS (STRUCTURAL); BUILDINGS; COMPUTER SIMULATION; DEGREES OF FREEDOM (MECHANICS); EARTHQUAKE RESISTANCE; FRICTION; KINEMATICS; OSCILLATORS (MECHANICAL); VIBRATIONS (MECHANICAL);

BUILDING; EARTHQUAKE DAMAGE; FRICTION; KINEMATICS; NUMERICAL MODEL; SEISMIC HAZARD; SEISMIC ISOLATION; SEISMIC RESPONSE; SIMULATION; SPECTRAL ANALYSIS;

EID: 35449000407     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2007.01.026     Document Type: Article

References (28)

1. Abdullah M.M., Hanif J.H., Richardson A., and Sobanjo J. Use of a shared tuned mass damper (STMD) to reduce vibration and pounding in adjacent structures. J Earthquake Eng Struct Dyn 30 (2001) 1185-1201
2. Anagnostopoulos S.A. Earthquake induced pounding: State of the art. Proc. 10th European conference on earthquake eng (1995), A.A. Balkema, Rotterdam (The Netherlands) 897-905
3. Anagnostopoulos S.A. Pounding of buildings in series during earthquake. J Earthquake Eng Struct Dyn 16 (1988) 443-456
4. Anagnostopoulos S.A., and Spiliopoulos K.V. An investigation of earthquake induced pounding between adjacent buildings. J Earthquake Eng Struct Dyn 21 (1992) 289-302
5. Chau K.T., and Wei X.X. Pounding of structures modeled as non linear impacts of two oscillators. J Earthquake Eng Struct Dyn 30 (2001) 633-651
6. Clough R.W., and Penzien J. Dynamics of structures. 2nd ed. (1993), McGraw-Hill Book Co., Inc., New York
7. Constantinou M., Mokha A., and Reinhorn A. Teflon bearings in base isolation. II: Modeling. J Struct Eng 116 2 (1990) 455-474
8. DesRoches R., and Muthukumar S. Effect of pounding and restrainers on seismic response of multiple-frame bridges. J Struct Eng 128 7 (2002) 860-869
9. Hao H., and Shen J. Estimation of relative displacement of two adjacent asymmetric structures. J Earthquake Eng Struct Dyn 30 (2001) 81-96
10. Hao H., and Zhang S.R. Spatial ground motion effect on relative displacement of adjacent building structures. J Earthquake Eng Struct Dyn 28 (1999) 333-349
11. Hao H., and Zhang S.R. Spatial ground motion effect on relative displacement of adjacent building structures. International Building Code (IBC) (2000), Int Code Council, Falls Church (Virginia)
12. Kasai K., Jagiasi A.R., and Jeng V. Inelastic vibration phase theory for seismic pounding mitigation. J Struct Eng 122 10 (1996) 1136-1146
13. Kasai K., and Maison B.F. Dynamics of pounding when two buildings collide. J Earthquake Eng Struct Dyn 21 (1992) 771-786
14. Leibovich E., Rutenberg A., and Yankelevsky D.Z. On eccentric seismic pounding of symmetric buildings. J Earthquake Eng Struct Dyn 25 (1996) 219-233
15. Lin J.H. Separation distance to avoid seismic pounding of adjacent buildings. J Earthquake Eng Struct Dyn 26 (1997) 395-403
16. Lin J.H., and Weng C.C. Probability analysis of seismic pounding of adjacent buildings. J Earthquake Eng Struct Dyn 30 (2001) 1539-1557
17. Luco J.E., and De Barros F.C.P. Optimal damping between two adjacent elastic structures. J Earthquake Eng Struct Dyn 27 (1998) 649-659
18. Matsagar V.A., and Jangid R.S. Seismic response of base-isolated structures during impact with adjacent structures. Eng Struct 25 (2003) 1311-1323
19. Mokha A., Constantinou M., and Reinhorn A. Teflon bearings in base isolation. I: Testing. J Struct Eng 116 2 (1990) 438-454
20. Mostaghel N., and Khodaverdian M. Dynamics of resilient-friction base isolator (R-FBI). J Earthquake Eng Struct Dyn 15 (1987) 379-390
21. Mostaghel N., and Tanbakuchi J. Response of sliding structures to earthquake support motion. J Earthquake Eng Struct Dyn 11 (1983) 729-748
22. Papadrakakis M., Apostolopoulou C., Zacharopoulos A., and Bitzarakis S. Three-dimensional simulation of structural pounding during earthquakes. J Eng Mech 122 5 (1996) 423-431
23. Papadrakakis M., Mouzakis H., Plevris N., and Bitzarar S. A Lagrange multiplier solution method for pounding of buildings during earthquakes. J Earthquake Eng Struct Dyn 20 (1991) 981-998
24. Penzien J. Evaluation of building separation distance required to prevent pounding during strong earthquakes. J Earthquake Eng Struct Dyn 26 (1997) 849-858
25. Stavroulakis G.E., and Abdalla K.M. Contact between adjacent structures. J Struct Eng 117 10 (1991) 2838-2850
26. Valles RE, Reinhorn AM. Evaluation, prevention and mitigation of pounding effects in building structures. Report no. NCEER-97-0001. Buffalo: National Center for Earthquake Engrg. Res., State Univ. of New York; 1997
27. Westermo B.D. The dynamics of interstructural connection to prevent pounding. J Earthquake Eng Struct Dyn 18 (1989) 687-699
28. Zhang W.S., and Xu Y.L. Dynamic characteristics and seismic response of adjacent buildings linked by discrete dampers. J Earthquake Eng Struct Dyn 28 (1999) 1163-1185