TECHNICAL PAPERS
Jan 19, 1996

Three-Dimensional Simulation of Structural Pounding during Earthquakes

Publication: Journal of Engineering Mechanics
Volume 122, Issue 5

Abstract

A three-dimensional model is developed for the simulation of the pounding response of two or more adjacent buildings during earthquakes. The contact-impact problem is treated by the Lagrange multiplier method. The structures are modeled as multiple-degree-of-freedom systems with finite elements and with the possibility of contact between slabs or slabs and columns. Contact points are not known a priori, and are located through a searching procedure among the candidate contact surfaces. The dynamic equilibrium equations of contact follow an iterative formulation at each time step to account for the current contact conditions. With this three-dimensional idealization, the effect of various in-plan configurations of adjacent buildings as well as the induced deformations due to torsion during pounding are investigated for two real earthquake motions.

Get full access to this article

View all available purchase options and get full access to this article.

References

1.
Anagnostopoulos, S. A. (1988). “Pounding of buildings in series during earthquakes.”Earthquake Engrg. and Struct. Dynamics, Vol. 16, 443–456.
2.
Anagnostopoulos, S. A., and Spiliopoulos, K. V. (1992). “An investigation of earthquake induced pounding between adjacent buildings.”Earthquake Engrg. and Struct. Dynamics, Vol. 21, 289–302.
3.
Arnold, C. (1989). “Architectural considerations.”The seismic design handbook, F. Naeim, ed., Van Nostrand Reinhold, New York, N.Y.
4.
Bertero, V. V. (1986). “Observation of structural pounding.”Proc., Int. Conf: The Mexico Earthquake—1985, ASCE, New York, N.Y., 264–278.
5.
Bertero, V. V., and Collins, R. G. (1973). “Investigation of the failures of the Olive View Stairtowers during San Fernando Earthquake and their implications on seismic design.”Rep. No. EERC 73-26, Earthquake Engrg. Res. Ctr., Univ. of California, Berkeley, Calif.
6.
Chaundhary, A. B., and Bathe K. J. (1986). “A solution method for static and dynamic analysis of three dimensional contact problems with friction.”Comp. and Struct., Vol. 24, 855–873.
7.
Kasai, K., Jeng, V., Patel, P. C., Munshi, J. A., and Maison, B. F. (1992). “Seismic pounding effects—survey and analysis.”Proc., Earthquake Engrg., 10th World Conf., A. A. Balkema, Rotterdam, The Netherlands.
8.
Liolios, A. A.(1989). “A linear complementarity approach to the nonconvex dynamic problem of unilateral contact with friction between adjacent structures.”J. Appl. Math. Mech. (ZAMM), 69(5), 420–422.
9.
Maison, B. F., and Kasai, K. (1990). “Analysis for type of structural pounding.”J. Struct. Engrg., ASCE, Vol. 116, 957–977.
10.
Maison, B. F., and Kasai, K. (1992). “Dynamics of pounding when two buildings collide.”Earthquake Engrg. and Struct. Dynamics, Vol. 21, 771–786.
11.
Miller, R. K. (1980). “Steady vibroimpact at a seismic joint between adjacent structures.”Proc., 7th World Conf. Earthquake Engrg., Vol. 6, 57–64.
12.
Newmark, N. M., and Rosenblueth, I. (1971). Fundamentals of earthquake engineering . Prentice-Hall, Inc., Englewood Cliffs, N.J.
13.
Nour-Omid, B., and Wriggers P. (1986). “A two level iteration method for solution of contact problems.”Comp. Methods Appl. Mech. Engrg., Vol. 54, 131–144.
14.
Papadrakakis, M., and Mouzakis, M. (1994). “Earthquake simulator testing of the pounding phenomenon of adjacent buildings.”ISAAR Rep., 94/1, Inst. of Anal. and Seismic Res. (ISASR), Nat. Tech. Univ. of Athen's Greece.
15.
Papadrakakis, M., Mouzakis, H., Bitzarakis, S., and Plevris, N. (1991). “A Lagrange multiplier solution method for pounding of buildings during earthquakes.”Earthquake Engrg. and Struct. Dynamics, Vol. 20, 981–998.
16.
Papadrakakis, M., Apostolopoulou, C., Bitzarakis, S. and Zacharopoulos, A. (1993). “A 3D model for the analysis of building pounding during earthquakes.”Proc., Struct. Dynamics—EURODYN '93, Moan et al., eds., Balkema, Rotterdam, The Netherlands.
17.
Papadrakakis, M., Apostolopoulou, C., Bitzarakis, S., and Zacharopoulos, A. (1994). “A 3-D computer simulation of building pounding under seismic excitation.”Advances in simulation and interaction techniques, M. Papadrakakis and B. H. V. Toppings, eds., CIVIL-COMP Press, Edinburgh, U.K., 177–190.
18.
Rosenblueth, E., and Meli, R.(1986). “The 1985 Earthquake causes and effects in Mexico City.”Concrete Int., 8, 23–34.
19.
“The Central Greece Earthquakes of February–March 1981.” (1982). Reconnaissance and Engrg. Rep., Earthquake Engrg., Res. Inst. (EERI), El Cerrito, Calif.
20.
Westermo, B. D. (1989). “The dynamics of interstructural connection to prevent pounding.”Earthquake Engrg. Struct. and Dynamics, Vol. 19, 687–699.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 122Issue 5May 1996
Pages: 423 - 431

History

Published online: Jan 19, 1996
Published in print: May 1, 1996

Permissions

Request permissions for this article.

Authors

Affiliations

M. Papadrakakis
Prof., Inst. of Struct. Analysis and Seismic Res., Nat. Tech. Univ. of Athens, Athens 15773, Greece.
C. Apostolopoulou
Res. Student, Inst. of Struct. Analysis and Seismic Res., Nat. Tech. Univ. of Athens, Athens 15773, Greece.
A. Zacharopoulos
Res. Student, Inst. of Struct. Analysis and Seismic Res., Nat. Tech. Univ. of Athens, Athens 15773, Greece.
S. Bitzarakis
Res. Student, Inst. of Struct. Analysis and Seismic Res., Nat. Tech. Univ. of Athens, Athens 15773, Greece.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share