Modeling Methods for Collapse Analysis of Reinforced Concrete Frames with Infill Walls
Publication: Journal of Structural Engineering
Volume 145, Issue 4
Abstract
Progressive collapse behavior of RC infilled frames is studied experimentally under quasi-static loading and numerically by using macro (strut) and micro (finite-element) models to simulate the damage propagation within infill walls. A three-strut model is proposed to simulate the overall behavior of infill walls based on the observation that corner regions of infill walls play an important role even after the cracking of the diagonal region in infill walls. The proposed three-strut model is implemented using commercially available software. The accuracy of the proposed method is evaluated by comparing the experimental data with simulated responses from detailed finite-element models and simplified strut models. The modified three-strut model is also compared with other widely used strut models. The comparison shows that the proposed three-strut model predicts the maximum resistance force with higher accuracy. Finally, a simpler model is developed based on the proposed three-strut model for infill walls. This simpler model can easily be implemented by practicing engineers to predict the overall behavior of the infilled frame with acceptable accuracy.
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgments
The authors greatly appreciate the funding of this study by the National Natural Science Foundation of China (Grant No. 51578202). The second author’s 1-year visit to Ohio State University (OSU) was funded by the Scientific and Technological Research Council of Turkey. The third author acknowledges the financial support provided by the China Scholarship Council (File No. 201306120170) for his 18-month visit to OSU. This study was also partially supported by the Ohio Supercomputer Center through an allocation of computing time.
References
Akah, E., C. Wood, K. Li, and H. Sezen. 2018. “Experimental investigation of collapse performance of a steel frame building for disproportionate collapse.” Eng. J. 55 (3): 143–159.
Bazan, M. L. 2008. “Response of reinforced concrete elements and structures following loss of load bearing elements.” Ph.D. thesis, Dept. of Civil and Environmental Engineering, Northeastern Univ.
Besoiu, T., and A. Popa. 2017. “Infill walls contribution on the progressive collapse resistance of a typical mid-rise RC framed building.” In Vol. 245 of Proc., IOP Conf. Series: Materials Science and Engineering. Bristol, England: IOP Publishing.
Bredean, L. A., M. D. Botez, and A. M. Ioani. 2016. “Numerical identification of advanced progressive collapse resisting mechanisms for RC framed structures.” In Proc., 6th Int. Conf. on Structural Engineering, Mechanics and Computation. Boca Raton, FL: CRC Press.
Brodsky, A., and D. Z. Yankelevsky. 2017. “Resistance of reinforced concrete frames with masonry infill walls to in-plane gravity loading due to loss of a supporting column.” Eng. Struct. 140: 134–150. https://doi.org/10.1016/j.engstruct.2017.02.061.
El-Dakhakhni, W. W., M. Elgaaly, and A. A. Hamid. 2003. “Three-strut model for concrete masonry-infilled steel frames.” J. Struct. Eng. 129 (2): 177–185. https://doi.org/10.1061/(ASCE)0733-9445(2003)129:2(177).
FEMA. 2000. Prestandard and commentary for the seismic rehabilitation of buildings. FEMA 356. Washington, DC: FEMA.
Feng, D., C. Kolay, J. M. Ricles, and J. Li. 2015. “Collapse simulation of reinforced concrete frame structures.” Struct. Des. Tall Spec. Build. 25 (12): 578–601. https://doi.org/10.1002/tal.1273.
Helmy, H., H. Salem, and S. Mourad. 2012. “Progressive collapse assessment of framed reinforced concrete structures according to UFC guidelines for alternative path method.” Eng. Struct. 42: 127–141. https://doi.org/10.1016/j.engstruct.2012.03.058.
Kent, D. C., and R. Park. 1971. “Flexural members with confined concrete.” J. Struct. Div. 97 (7): 1969–1990.
Li, H. H. 2013. “Modeling, behavior and design of collapse-resistant steel frame buildings.” Ph.D. thesis, Dept. of Civil and Environmental Engineering, Univ. of Michigan.
Li, S., S. D. Shan, C. H. Zhai, and L. L. Xie. 2016. “Experimental and numerical study on progressive collapse process of RC frames with full-height infill walls.” Eng. Failure Anal. 59: 57–68. https://doi.org/10.1016/j.engfailanal.2015.11.020.
Liauw, T. C., and K. H. Kwan. 1984. “Nonlinear behaviour of non-integral infilled frames.” Comput. Struct. 18 (3): 551–560. https://doi.org/10.1016/0045-7949(84)90070-1.
Lupoae, M., C. Baciu, D. Constantin, and H. Puscau. 2011. “Aspects concerning progressive collapse of a reinforced concrete frame structure with infill walls.” In Proc., World Congress on Engineering. Hong Kong: International Association of Engineers.
Mander, J. B., M. J. N. Priestley, and R. Park. 1988. “Theoretical stress-strain model for confined concrete.” J. Struct. Eng. 114 (8): 1804–1826. https://doi.org/10.1061/(ASCE)0733-9445(1988)114:8(1804).
Mazzoni, S., F. McKenna, M. H. Scott, and G. L. Fenves. 2009. Open system for earthquake engineering simulation: User command-language manual. Berkeley, CA: Pacific Earthquake Engineering Research Center and Univ. of California.
Mehrabi, B. A., B. P. Shing, P. M. L. Schuller, and L. J. Noland. 1996. “Experimental evaluation of masonry-infilled RC frames.” J. Struct. Eng. 122 (3): 228–237. https://doi.org/10.1061/(ASCE)0733-9445(1996)122:3(228).
Ministry of Housing and Urban Rural Development. 2010a. Code for design of concrete structures. GB50010. Beijing: Ministry of Housing and Urban Rural Development.
Ministry of Housing and Urban Rural Development. 2010b. Code for seismic design of building. GB50011. Beijing: Ministry of Housing and Urban Rural Development.
Ministry of Housing and Urban Rural Development. 2011. Code for design of masonry structures. GB50003. Beijing: Ministry of Housing and Urban Rural Development.
Mohammadi, M., and F. Nikfar. 2013. “Strength and stiffness of masonry-infilled frames with central openings based on experimental results.” J. Struct. Eng. 139 (6): 974–984. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000717.
Morone, D. J., and H. Sezen. 2014. “Simplified collapse analysis using data from reinforced concrete building experiment.” ACI Struct. J. 111 (4): 925–934. https://doi.org/10.14359/51686779.
MSJC (Masonry Standards Joint Committee). 2011. Building code requirements for masonry structures. Reston, VA: ASCE.
Pham, A. T., and K. H. Tan. 2017. “Experimental study on dynamic responses of reinforced concrete frames under sudden column removal applying concentrated loading.” Eng. Struct. 139: 31–45. https://doi.org/10.1016/j.engstruct.2017.02.002.
Qian, K., and B. Li. 2017. “Effects of masonry infill wall on the performance of RC frames to resistant progressive collapse.” J. Struct. Eng. 143 (9): 04017118. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001860.
Sagiroglu, S. 2012. “Analytical and experimental evaluation of progressive collapse resistance of reinforced concrete structures.” Ph.D. thesis, Dept. of Civil and Environmental Engineering, Northeastern Univ.
Sagiroglu, S., and M. Sasani. 2014. “Progressive collapse-resisting mechanisms of reinforced concrete structures and effects of initial damage locations.” J. Struct. Eng. 140 (3): 04013073. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000854.
Saneinejad, A. 1990. “Non-linear analysis of infilled frames.” Ph.D. thesis, Dept. of Civil and Structural Engineering, Univ. of Sheffield.
Sasani, M. 2008. “Response of a reinforced concrete infilled-frame structure to removal of two adjacent columns.” Eng. Struct. 30 (9): 2478–2491. https://doi.org/10.1016/j.engstruct.2008.01.019.
Sasani, M., and S. Sagiroglu. 2008. “Progressive collapse resistance of Hotel San Diego.” J. Struct. Eng. 134 (3): 478–488. https://doi.org/10.1061/(ASCE)0733-9445(2008)134:3(478).
Scott, B. D., R. Park, and M. J. N. Priestley. 1982. “Stress-strain behavior of concrete confined by overlapping hoops at low and high strain rates.” ACI Struct. J. 79 (1): 13–27.
Shan, S. D. 2016. “Research on progressive collapse mechanisms of RC frames with infill walls.” [In Chinese.] Ph.D. thesis, School of Civil Engineering, Harbin Institute of Technology.
Shan, S. D., S. Li, S. Y. Xu, and L. L. Xie. 2016. “Experimental study on the progressive collapse performance of RC frames with infill walls.” Eng. Struct. 111: 80–92. https://doi.org/10.1016/j.engstruct.2015.12.010.
Shan, S. D., S. Li, C. H. Zhai, and L. L. Xie. 2017. “Nonlinear dynamic analysis on progressive collapse response of RC frame with perforated infill walls.” In Proc., ASCE Structures Congress. Reston, VA: ASCE.
Song, B. I., and H. Sezen. 2013. “Experimental and analytical progressive collapse assessment of a steel frame building.” Eng. Struct. 56: 664–672. https://doi.org/10.1016/j.engstruct.2013.05.050.
Tsai, M. H., and T. C. Huang. 2013. “Progressive collapse analysis of an RC building with exterior partially infilled walls.” Struct. Des. Tall Special Build. 22 (4): 327–348. https://doi.org/10.1002/tal.690.
Uva, G., D. Raffaele, F. Porco, and A. Fiore. 2012. “On the role of equivalent strut models in the seismic assessment of infilled RC building.” Eng. Struct. 42: 83–94. https://doi.org/10.1016/j.engstruct.2012.04.005.
Yi, W. J., Q. F. He, Y. Xiao, and S. K. Kunnath. 2008. “Experimental study on progressive collapse-resistant behavior of reinforced concrete frame structures.” ACI Struct. J. 105 (4): 433–439.
Yi, W. J., F. Z. Zhang, and S. K. Kunnath. 2014. “Progressive collapse performance of RC flat plate frame structures.” J. Struct. Eng. 140 (9): 04014048. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000963.
Yu, J., and Y. Q. Guo. 2016. “Nonlinear SDOF model for dynamic response of structures under progressive collapse.” J. Eng. Mech. 142 (3): 04015103. https://doi.org/10.1061/(ASCE)EM.1943-7889.0001031.
Information & Authors
Information
Published In
Copyright
©2019 American Society of Civil Engineers.
History
Received: Sep 12, 2017
Accepted: Sep 10, 2018
Published online: Jan 29, 2019
Published in print: Apr 1, 2019
Discussion open until: Jun 29, 2019
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.