Modeling of RC Frame Buildings for Progressive Collapse Analysis
Source abstract
Abstract
The progressive collapse analysis of reinforced concrete (RC) moment-frame buildings under extreme loads is discussed from the perspective of modeling issues. A threat-independent approach or the alternate path method forms the basis of the simulations wherein the extreme event is modeled via column removal scenarios. Using a prototype RC frame building, issues and considerations in constitutive modeling of materials, options in modeling the structural elements and specification of gravity loads are discussed with the goal of achieving consistent models that can be used in collapse scenarios involving successive loss of load-bearing columns at the lowest level of the building. The role of the floor slabs in mobilizing catenary action and influencing the progressive collapse response is also highlighted. Finally, an energy-based approach for identifying the proximity to collapse of regular multi-story buildings is proposed.
Source: openalex_inverted_index · Quality: baseline
Research context
OpenAlex topics: Structural Response to Dynamic Loads · High-Velocity Impact and Material Behavior · Fire effects on concrete materials
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (36)
Show source-provided references
1. ACI. (2014). Building code requirements for structural concrete. ACI 318-14. Farmington Hills, MI: American Concrete Society.
2. Alashker, Y., Li, H., & El-Tawil, S. (2011). Approximations in progressive collapse modeling. Journal of Structural Engineering, 137(Special Issue: Commemorating 10 Years of Research Since 9/11), 914–924.10.1061/(ASCE)ST.1943-541X.0000452 ↗
3. Arora, J. S., Haskell, D. F., & Govil, A. K. (1980). Optimal design of large structures for damage tolerance. AIAA Journal, 18(5), 563–570.10.2514/3.7669 ↗
4. ASCE. (2010). Minimum design loads for buildings and other structures. ASCE-7, 2010. Reston, VA: American Society of Civil Engineers.
5. Bao, Y., & Kunnath, S. K. (2010). Simplified progressive collapse simulation of RC frame-wall structures. Engineering Structures, 32(10), 3153–3162.10.1016/j.engstruct.2010.06.003 ↗
6. Bao, Y., Kunnath, S., El-Tawil, S., & Lew, H. (2008). Macromodel-based simulation of progressive collapse: RC frame structures. Journal of Structural Engineering, 134(7), 1079–1091.10.1061/(ASCE)0733-9445(2008)134:7(1079) ↗
7. Bao, Y., Lew, H. S., & Kunnath, S. K. (2014). Modeling of reinforced concrete assemblies under column-removal scenario. Journal of Structural Engineering, 140(1), 04013027.10.1061/(ASCE)ST.1943-541X.0000773 ↗
8. Dusenberry, D., & Hamburger, R. (2006). Practical means for energy-based analyses of disproportionate collapse potential. Journal of Performance of Constructed Facilities, 20, 336–348.10.1061/(ASCE)0887-3828(2006)20:4(336) ↗
9. El-Tawil, S., Li, H., & Kunnath, S. (2014). Computational simulation of gravity-induced progressive collapse of steel-frame buildings: Current trends and future research needs. Journal of Structural Engineering, 140(8), A2513001.10.1061/(ASCE)ST.1943-541X.0000897 ↗
10. Gomes, A., & Appleton, J. (1997). Nonlinear cyclic stress–strain relationship of reinforcing bars including buckling. Engineering Structures, 19(10), 822–826.10.1016/S0141-0296(97)00166-1 ↗
11. Gross, J. L., & McGuire, W. (1983). Progressive collapse resistant design. Journal of Structural Engineering, 109, 1–15.10.1061/(ASCE)0733-9445(1983)109:1(1) ↗
12. Hallquist, J. (2007). LS-DYNA keyword user’s manual. Livermore, CA: Livermore Software Technology Corporation.
13. Jeong, J.-P., & Kim, W. (2014). Shear resistant mechanism into base components: Beam action and arch action in shear-critical RC members. International Journal of Concrete Structures and Materials, 8(1), 1–14.10.1007/s40069-013-0064-x ↗
14. Kaewkulchai, G., & Williamson, E. B. (2004). Beam element formulation and solution procedure for dynamic progressive collapse analysis. Computers and Structures, 82(7–8), 639–651.10.1016/j.compstruc.2003.12.001 ↗
15. Khandelwal, K., & El-Tawil, S. (2007). Collapse behavior of steel special moment resisting frame connections. Journal of Structural Engineering, 133(5), 646–655.10.1061/(ASCE)0733-9445(2007)133:5(646) ↗
16. Kim, H. S., Kim, J., & An, D. W. (2009). Development of integrated system for progressive collapse analysis of building structures considering dynamic effects. Advances in Engineering Software, 40(1), 1–8.10.1016/j.advengsoft.2008.03.011 ↗
17. Krauthammer, T., Hall, R. L., Woodson, S. C., Baylot, J. T., Hayes, J. R., & Sohn, Y. (2003). Development of progressive collapse analysis procedure and condition assessment for structures. In National workshop on prevention of progressive collapse. Washington, DC: Multihazard Mitigation Council of the National Institute of Building Sciences.10.21236/ADA526955 ↗
18. Kwasniewski, L. (2010). Nonlinear dynamic simulations of progressive collapse for a multistory building. Engineering Structures, 32(5), 1223–1235.10.1016/j.engstruct.2009.12.048 ↗
19. Lewicki, B., & Olesen, S. O. (1974). Limiting the possibility of progressive collapse. Building Research and Practice, 2(1), 10–13.10.1080/09613217408550280 ↗
20. Li, H., & El-Tawil, S. (2014). Three-dimensional effects and collapse resistance mechanisms in steel frame buildings. Journal of Structural Engineering, 140(8), A4014017.10.1061/(ASCE)ST.1943-541X.0000839 ↗
21. Li, Y., Lu, Z., Guan, H., & Ye, L. (2014). Progressive collapse resistance demand of reinforced concrete frames under catenary mechanism. ACI Structural Journal, 111, 433–439.10.14359/51686809 ↗
22. Mander, J. B., Priestley, M. J. N., & Park, R. (1988). Theoretical stress–strain model for confined concrete. Journal of Structural Engineering, 114(8), 1804–1826.10.1061/(ASCE)0733-9445(1988)114:8(1804) ↗
23. Marjanishvili, S., & Agnew, E. (2006). Comparison of various procedures for progressive collapse analysis. Journal of Performance of Constructed Facilities, 20, 365–374.10.1061/(ASCE)0887-3828(2006)20:4(365) ↗
24. McConnel, R. E., & Kelly, S. J. (1983). Structural aspects of progressive collapse of warehouse racking. Engineering Structures, 61A(11), 343–347.
25. Nurhuda, I., & Lie, H. A. (2004). Three dimensionally analysis of flat plate structures by equivalent grid method. In 29th Conference on our world in concrete and structures, 25–26 August 2004, Singapore.
26. OpenSees. (2015). Open system for earthquake engineering simulation. Berkeley, CA: University of California. Retrieved March 4, 2015, from http://opensees.berkeley.edu/ .
27. Pearson, C., & Delatte, N. (2005). Ronan point apartment tower collapse and its effect on building codes. Journal of Performance of Constructed Facilities, 19(5), 172–177.10.1061/(ASCE)0887-3828(2005)19:2(172) ↗
28. Ruth, P., Marchand, K., & Williamson, E. (2006). Static equivalency in progressive collapse alternate path analysis: Reducing conservatism while retaining structural integrity. Journal of Performance of Constructed Facilities, 20, 349–364.10.1061/(ASCE)0887-3828(2006)20:4(349) ↗
29. Sasani, M., Kazemi, A., Sagiroglu, S., & Forest, S. (2011). Progressive collapse resistance of an actual 11-story structure subjected to severe initial damage. Journal of Structural Engineering, ASCE, 137(9), 893–902.10.1061/(ASCE)ST.1943-541X.0000418 ↗
30. Sasani, M., & Kropelnicki, J. (2008). Progressive collapse analysis of an RC structure. The Structural Design of Tall and Special Buildings, 17, 757–771.10.1002/tal.375 ↗
31. Scott, B. D., Park, R., & Priestley, M. J. N. (1982). Stress–strain behavior of concrete confined by overlapping hoops at low and high strain rates. Journal of the American Concrete Institute, 79, 13–27.
32. Tian, Y., Chen, J., Said, A., & Zhao, J. (2012). Nonlinear modeling of flat-plate structures using grid beam elements. Computers and Concrete, 10(5), 489–505.10.12989/cac.2012.10.5.489 ↗
33. Xiao, Y., Kunnath, S. K., Li, F. W., Zhao, Y. B., Lew, H. S., & Bao, Y. (2015). Collapse test of a 3-story 3-span half-scale RC frame building. ACI Structural Journal, 112(4), 429–438.
34. Yi, W.-J., He, Q.-F., Xiao, Y., & Kunnath, S. K. (2008). Experimental study on progressive collapse-resistant behavior of reinforced concrete frame structures. ACI Structural Journal, 105(4), 433–439.
35. Yi, W.-J., Zhang, F. Z., & Kunnath, S. K. (2014). Progressive collapse performance of RC flat plate frame structures. Journal of Structural Engineering. doi: 10.1061/(ASCE)ST.1943-541X.0000963 .10.1061/(ASCE)ST.1943-541X.0000963 ↗
36. Yu, M., Zha, X., & Ye, J. (2010). The influence of joints and composite floor slabs on effective tying of steel structures in preventing progressive collapse. Journal of Constructional Steel Research, 66(3), 442–451.10.1016/j.jcsr.2009.10.008 ↗