Shake-Table Test of a Full-Scale 4-Story Precast Concrete Building. II: Analytical Studies
Publication: Journal of Structural Engineering
Volume 143, Issue 6
Abstract
In 2010, a full-scale, 4-story precast concrete building was tested on the E-Defense shake table. The lateral-force-resisting system of the building included unbonded posttensioned (UPT) concrete walls in one direction and bonded posttensioned frames in the orthogonal direction. The companion paper presents an overview of the experimental program and key test results for response in the wall direction; this paper describes the development and experimental verification of a nonlinear model in the wall direction of the test building using commercially available software. The good correlations between analytical and experimental results confirm the ability of the model to capture global and local responses, including story lateral displacements, story shear forces and moments, and gap opening due to rocking at the wall base. Test and model results provide valuable insight into dynamic responses and design aspects of a full-scale, three-dimensional UPT building, including the influence of component interactions and the role of the floor diaphragm.
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgments
The authors acknowledge the generous support of the Ministry of Education, Culture, Sports, Science and Technology (MEXT) as well as the National Research Institute for Earth Science and Disaster Prevention of Japan in carrying out the test presented in this paper. Participation of the American coauthors in the project was supported in part by Pacific Earthquake Engineering Center as well as the Network for Earthquake Engineering Simulation of the National Science Foundation under Award CMMI-1000268, whereas funding for Network for Earthquake Engineering Simulation at the University of California, Los Angeles instrumentation was provided under Award CMMI-1110860. Dr. Felipe Perez is acknowledged for providing data from his tests on isolated UPT walls at Lehigh University. Opinions, findings, conclusions, and recommendations in this paper are those of the authors and do not necessarily represent those of the sponsors or other individuals mentioned here.
References
Aaleti, S., and Sritharan, S. (2009). “A simplified analysis method for characterizing unbonded post-tensioned precast wall systems.” Eng. Struct., 31(12), 2966–2975.
ACI (American Concrete Institute). (2009). “Requirements for design of a special unbonded post-tensioned precast shear wall satisfying ACI ITG-5.1.”, Farmington Hills, MI.
Cordova, P. P., and Deierlein, G. G. (2005). “Validation of the seismic performance of composite RCS frames: Full-scale testing, analytical modeling, and seismic design.”, John A. Blume Earthquake Engineering Research Center, Stanford Univ., Stanford, CA.
CSI (Computer and Structures, Inc.). (2011). “Nonlinear analysis and performance assessment for 3D structures.” Berkeley, CA.
Elkady, A., and Lignos, D. G. (2014). “Modeling of the composite action in fully restrained beam-to-column connections: Implications in the seismic design and collapse capacity of steel special moment frames.” Earthquake Eng. Struct. Dyn., 43(13), 1935–1954.
FEMA. (2000). “State of the art report on connection performance.”, Washington, DC.
Fenwick, R. C., Davidson, B. J., and Lau, D. B. N. (2005). “Interaction between ductile RC perimeter frames and floor slabs containing precast units.” 2005 New Zealand Society for Earthquake Engineering Conf., New Zealand Society for Earthquake Engineering, Wellington, New Zealand.
Gavridou, S. (2015). “Shake table testing and analytical modeling of a full-scale, four-story unbonded post-tensioned concrete wall building.” Ph.D. dissertation, Univ. of California, Los Angeles.
Gavridou, S., Wallace, J. W., Nagae, T., Matsumori, T., Tahara, K., and Fukuyama, K. (2017). “Shake-table test of a full-scale 4-story precast concrete building. I: Overview and experimental results.” J. Struct. Eng., .
Henry, R. S. (2011). “Self-centering precast concrete walls for buildings in regions with low to high seismicity.” Ph.D. thesis, Univ. of Auckland, Auckland, New Zealand.
Henry, R. S., Brooke, N. J., Sritharan, S., and Ingham, J. M. (2012). “Defining concrete compressive strain in unbonded post-tensioned walls.” ACI Struct. J., 109(1), 101–112.
Kam, W. Y., Pampanin, S., and Elwood, K. (2011). “Seismic performance of reinforced concrete buildings in the 22 February Christchurch (Lyttelton) earthquake.” Bull. N. Z. Soc. Earth. Eng., 44(4), 239–278.
Kim, J., Stanton, J. F., and MacRae, G. A. (2004). “Effect of beam growth on reinforced concrete frames.” J. Struct. Eng., 1333–1342.
Kurama, Y., Sause, R., Pessiki, S., and Lu, L. W. (1999). “Lateral load behavior and seismic design of unbonded post-tensioned precast concrete walls.” ACI Struct. J., 96(4), 622–632.
Ma, Q., Wight, G. D., Butterworth, J., and Ingham, J. M. (2006). “Assessment of current procedures for predicting the in-plane behavior of controlled rocking walls.” Proc., 8th U.S. National Conf. on Earthquake Engineering, Earthquake Engineering Research Institute, San Francisco.
Palermo, A., Pampanin, S., and Carr, A. J. (2005). “Efficiency of simplified alternative modelling approaches to predict the seismic response of precast concrete hybrid systems.” fib Symp. 2005: Keep Concrete Attractive, Budapest Univ. of Technology and Economics, Budapest, Hungary.
Pampanin, S., Priestley, M. J. N., and Sritharan, S. (2001). “Analytical modeling of the seismic behavior of precast concrete frames designed with ductile connections.” J. Earthquake Eng., 5(3), 329–367.
PEER (Pacific Earthquake Engineering Research Center). (2010). “Modeling and acceptance criteria for seismic design and analysis of tall buildings.”, Applied Technology Council, Redwood City, CA.
Perez, F. J., Pessiki, S., and Sause, R. (2013). “Experimental lateral load response of unbonded post-tensioned precast concrete walls.” ACI Struct. J., 110(6), 1045–1053.
Perez, F. J., Sause, R., and Pessiki, S. (2007). “Analytical and experimental lateral load behavior of unbonded post-tensioned precast concrete walls.” J. Struct. Eng., 1531–1540.
Priestley, M. J. N., Sritharan, S., Conley, J., and Pampanin, S. (1999). “Preliminary results and conclusions from the PRESSS five-story precast concrete test building.” PCI J., 44(6), 42–67.
Razvi, S., and Saatcioglu, M. (1999). “Confinement model for high-strength concrete.” J. Struct. Eng., 281–289.
Restrepo, J. I., and Rahman, A. (2007). “Seismic performance of self-centering structural walls incorporating energy dissipators.” J. Struct. Eng., 1560–1570.
Smith, B., Kurama, Y., and McGinnis, M. (2012). “Hybrid precast wall systems for seismic regions.”, Univ. of Notre Dame, Notre Dame, IN.
Stanton, J. F., and Nakaki, S. D. (2002). “Design guidelines for precast concrete seismic structural systems.”, Univ. of Washington, Seattle.
Stone, W. C., Cheok, G. S., and Stanton, J. F. (1995). “Performance of hybrid moment-resisting precast beam-column concrete connections subjected to cyclic loading.” ACI Struct. J., 92(2), 229–249.
Information & Authors
Information
Published In
Copyright
©2017 American Society of Civil Engineers.
History
Received: Oct 27, 2015
Accepted: Nov 18, 2016
Published online: Feb 28, 2017
Published in print: Jun 1, 2017
Discussion open until: Jul 28, 2017
Authors
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.