journal article·2017-11-01

Experimental Study of Progressive Collapse Resistance of Reinforced Concrete Framed Structures

Authors not provided

ACI Structural Journal· Volume 114· Issue 6
Publisher page

Abstract

First Name is required invalid characters Last Name is required invalid characters Email Address is required Invalid Email Address Invalid Email Address
Only a short abstract or summary was supplied by the source.
Source: openalex_inverted_index · Quality: short

Research context

OpenAlex topics: Structural Response to Dynamic Loads · Structural Behavior of Reinforced Concrete · Fire effects on concrete materials

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

References (62)

Show source-provided references
1. Sasani, M.; Bazan, M.; and Sagiroglu, S., “Experimental and Analytical Progressive Collapse Evaluation of Actual Reinforced Concrete Structure,” ACI Structural Journal, V. 104, No. 6, Nov.-Dec. 2007, pp. 731-739.10.14359/18955 ↗
2. Wen, X.; Ming, W.; Chen, J.; and Su, Y., “Experimental Research on the Shear Failure Mechanism of Reinforced Concrete Frame Beam under Impact Load,” World Information on Earthquake Engineering, V. 30, No. 1, 2014, pp. 165-169.
3. Hayes, J. R. Jr.; Woodson, S. C.; Pekelnicky, R. G.; Poland, C. D.; Corley, W. G.; and Sozen, M., “Can Strengthening for Earthquake Improve Blast and Progressive Collapse Resistance?” Journal of Structural Engineering, ASCE, V. 131, No. 8, 2005, pp. 1157-1177. doi: 10.1061/(ASCE)0733-9445(2005)131:8(1157)10.1061/(ASCE)0733-9445(2005)131:8(1157) ↗
4. Corley, G., “Attacks on the Oklahoma City Federal Building, Pentagon and World Trade Centre: Using Reinforced Concrete to Resist Progressive Collapse,” CONCRETE 05: 22nd Biennial Conference of the Concrete Institute of Australia, Melbourne, Australia, 2005, 500 pp.
5. Qian, K., and Li, B., “Performance of Three-Dimensional Reinforced Concrete Beam-Column Substructures under Loss of a Corner Column Scenario,” Journal of Structural Engineering, ASCE, V. 139, No. 4, 2013, pp. 584-594. doi: 10.1061/(ASCE)ST.1943-541X.000063010.1061/(ASCE)ST.1943-541X.0000630 ↗
6. FarhangVesali, N.; Valipour, H.; Samali, B.; and Foster, S., “Development of Arching Action in Longitudinally-Restrained Reinforced Concrete Beams,” Construction and Building Materials, V. 47, 2013, pp. 7-19. doi: 10.1016/j.conbuildmat.2013.04.05010.1016/j.conbuildmat.2013.04.050 ↗
7. Yu, J., and Tan, K. H., “Analytical Model for the Capacity of Compressive Arch Action of Reinforced Concrete Sub-assemblages,” Magazine of Concrete Research, ASCE, V. 66, No. 3, 2014, pp. 109-126. doi: 10.1680/macr.13.0021710.1680/macr.13.00217 ↗
8. Yu, J., and Tan, K. H., “Structural Behavior of RC Beam-Column Subassemblages under a Middle Column Removal Scenario,” Journal of Structural Engineering, ASCE, V. 139, No. 2, 2013, pp. 233-250. doi: 10.1061/(ASCE)ST.1943-541X.000065810.1061/(ASCE)ST.1943-541X.0000658 ↗
9. Lew, H. S.; Bao, Y.; Pujol, S.; and Sozen, M. A., “Experimental Study of Reinforced Concrete Assemblies under Column Removal Scenario,” ACI Structural Journal, V. 111, No. 4, July-Aug. 2014, pp. 881-892. doi: 10.14359/5168673910.14359/51686739 ↗
10. Kim, J., and An, D., “Evaluation of Progressive Collapse Potential of Steel Moment Frames Considering Catenary Action,” Structural Design of Tall and Special Buildings, V. 18, No. 4, 2009, pp. 455-465. doi: 10.1002/tal.44810.1002/tal.448 ↗
11. Kim, J., and Lee, H., “Progressive Collapse-Resisting Capacity of Framed Structures with Infill Steel Panels,” Journal of Constructional Steel Research, V. 89, 2013, pp. 145-152. doi: 10.1016/j.jcsr.2013.07.00410.1016/j.jcsr.2013.07.004 ↗
12. Choi, H., and Kim, J., “Progressive Collapse-Resisting Capacity of RC Beam-Column Sub-Assemblage,” Magazine of Concrete Research, V. 63, No. 4, 2011, pp. 297-310. doi: 10.1680/macr.9.0017010.1680/macr.9.00170 ↗
13. Yap, S. L., and Li, B., “Experimental Investigation of Reinforced Concrete Exterior Beam-Column Subassemblages for Progressive Collapse,” ACI Structural Journal, V. 108, No. 5, Sept.-Oct. 2011, pp. 542-552.10.14359/51683211 ↗
14. Tsai, M.-H., and You, Z.-K., “Experimental Evaluation of Inelastic Dynamic Amplification Factors for Progressive Collapse Analysis under Sudden Support Loss,” Mechanics Research Communications, V. 40, 2012, pp. 56-62. doi: 10.1016/j.mechrescom.2012.01.01110.1016/j.mechrescom.2012.01.011 ↗
15. Sagiroglu, S., and Sasani, M., “Progressive Collapse-Resisting Mechanisms of Reinforced Concrete Structures and Effects of Initial Damage Locations,” Journal of Structural Engineering, ASCE, V. 140, No. 3, 2014, 04013073 doi: 10.1061/(ASCE)ST.1943-541X.000085410.1061/(ASCE)ST.1943-541X.0000854 ↗
16. Yu, J.; Rinder, T.; Stolz, A.; Tan, K. H.; and Riedel, W., “Dynamic Progressive Collapse of an RC Assemblage Induced by Contact Detonation,” Journal of Structural Engineering, ASCE, V. 140, No. 6, 2014, 04014014 doi: 10.1061/(ASCE)ST.1943-541X.000095910.1061/(ASCE)ST.1943-541X.0000959 ↗
17. Yu, J., and Tan, K. H., “Numerical Analysis with Joint Model on RC Assemblages Subjected to Progressive Collapse,” Magazine of Concrete Research, V. 66, No. 23, 2014, pp. 1201-1218. doi: 10.1680/macr.14.0010010.1680/macr.14.00100 ↗
18. Woodson, S. C., “Effects of Shear Stirrup Details on Ultimate Capacity and Tensile Membrane Behavior of Reinforced Concrete Slabs,” Report No SL-85-4, U.S. Army Engineers Waterways Experiment Station, Vicksburg, MS, 1985, 183 pp.
19. Guice, L. K., and Rhomberg, E. J., “Membrane Action in Partially Restrained Slabs,” ACI Structural Journal, V. 85, No. 4, July-Aug. 1988, pp. 365-373.10.14359/2517 ↗
20. Guice, L. K.; Slawson, T. R.; and Rhomberg, E. J., “Membrane Analysis of Flat Plate Slabs,” ACI Structural Journal, V. 86, No. 1, Jan.-Feb. 1989, pp. 83-92.10.14359/2672 ↗
21. Bakht, B., and Lam, C., “Behavior of Transverse Confining Systems for Steel-Free Deck Slabs,” Journal of Bridge Engineering, ASCE, V. 5, No. 2, 2000, pp. 139-147. doi: 10.1061/(ASCE)1084-0702(2000)5:2(139)10.1061/(ASCE)1084-0702(2000)5:2(139) ↗
22. Taylor, S. E.; Rankin, G. I. B.; and Cleland, D. J., “Arching Action in High-Strength Concrete Slabs,” Proceedings of the Institution of Civil Engineers. Structures and Buildings, V. 146, No. 4, 2001, pp. 353-362. doi: 10.1680/stbu.2001.146.4.35310.1680/stbu.2001.146.4.353 ↗
23. Hon, A.; Taplin, G.; and Al-Mahaidi, R. S., “Strength of Reinforced Concrete Bridge Decks under Compressive Membrane Action,” ACI Structural Journal, V. 102, No. 3, May-June 2005, pp. 393-403.10.14359/14410 ↗
24. Pachenari, A., and Keramati, A., “Progressive Collapsed Zone Extent Estimation in Two-Way Slab Floors by Yield Line Analysis,” Magazine of Concrete Research, V. 66, No. 13, 2014, pp. 685-696. doi: 10.1680/macr.13.0024910.1680/macr.13.00249 ↗
25. Valipour, H.; Rajabi, A.; Foster, S. J.; and Bradford, M. A., “Arching Behaviour of Precast Concrete Slabs in a Deconstructable Composite Bridge Deck,” Construction and Building Materials, V. 87, 2015, pp. 67-77. doi: 10.1016/j.conbuildmat.2015.04.00610.1016/j.conbuildmat.2015.04.006 ↗
26. Bazan, M. L., “Response of Reinforced Concrete Elements and Structures Following Loss of Load-Bearing Elements,” PhD thesis, Department of Civil and Environmental Engineering, Northeastern Illinois University, Chicago, IL, 2008.
27. Bao, Y.; Kunnath, S. K.; El-Tawil, S.; and Lew, H. S., “Macromodel-Based Simulation of Progressive Collapse: RC Frame Structures,” Journal of Structural Engineering, ASCE, V. 134, No. 7, 2008, pp. 1079-1091. doi: 10.1061/(ASCE)0733-9445(2008)134:7(1079)10.1061/(ASCE)0733-9445(2008)134:7(1079) ↗
28. Yi, W. J.; He, Q. F.; Xiao, Y.; and Kunnath, S. K., “Experimental Study on Progressive Collapse-Resistant Behavior of Reinforced Concrete Frame Structures,” ACI Structural Journal, V. 105, No. 4, July-Aug. 2008, pp. 433-439.10.14359/19857 ↗
29. Stinger, S. M., and Orton, S. L., “Experimental Evaluation of Disproportionate Collapse Resistance in Reinforced Concrete Frames,” ACI Structural Journal, V. 110, No. 3, May-June 2013, pp. 521-529.10.14359/51685609 ↗
30. Yi, W. J.; Zhang, F. Z.; and Kunnath, S. K., “Progressive Collapse Performance of RC Flat Plate Frame Structures,” Journal of Structural Engineering, ASCE, V. 140, No. 9, 2014, 04014048 doi: 10.1061/(ASCE)ST.1943-541X.000096310.1061/(ASCE)ST.1943-541X.0000963 ↗
31. Qian, K., and Li, B., “Experimental Study of Drop-Panel Effects on Response of Reinforced Concrete Flat Slabs after Loss of Corner Column,” ACI Structural Journal, V. 110, No. 2, Mar.-Apr. 2013, pp. 319-329.10.14359/51684411 ↗
32. Xiao, Y.; Zhao, Y.; Li, F.; Kunnath, S.; and Lew, H. S., “Experimental Research on a Large Scale RC Frame Model Subjected to Sudden Corner Column Removal,” Ziran Zaihai Xuebao, V. 22, No. 4, 2013, pp. 75-81.
33. Bao, Y.; Lew, H. S.; and Kunnath, S. K., “Modeling of Reinforced Concrete Assemblies under Column-Removal Scenario,” Journal of Structural Engineering, ASCE, V. 140, No. 1, 2014, 04013026 doi: 10.1061/(ASCE)ST.1943-541X.000077310.1061/(ASCE)ST.1943-541X.0000773 ↗
34. Li, F.; Xiao, Y.; Zhao, Y.; Kunnath, S. K.; and Lew, H. S., “Experimental and Analytical Study on Progressive Collapse of RC Frame with Sudden Side Columns Removal,” China Civil Engineering Journal, V. 47, No. 4, 2014, pp. 9-18.
35. Valipour, H.; Farhangvesali, N.; and Foster, S., “A Generic Model for Investigation of Arching Action in Reinforced Concrete Members,” Construction and Building Materials, V. 38, 2013, pp. 742-750. doi: 10.1016/j.conbuildmat.2012.09.04610.1016/j.conbuildmat.2012.09.046 ↗
36. Su, Y.; Tian, Y.; and Song, X., “Progressive Collapse Resistance of Axially-Restrained Frame Beams,” ACI Structural Journal, V. 106, No. 5, Sept.-Oct. 2009, pp. 600-607.10.14359/51663100 ↗
37. “Design of Building to Resist Progressive Collapse,” UFC 4-023-03, U.S. Department of Defense (DOD), Washington, DC, 2009, 227 pp.
38. GSA 2013, “Alternate Path Analysis & Design Guidelines for Progressive Collapse Resistance,” U.S. General Services Administration, Washington, DC, 2013, 203 pp.
39. Valipour, H. R.; Huynh, L.; and Foster, S. J., “Analysis of RC Beams Subjected to Shock Loading Using a Modified Fibre Element Formulation,” Computers and Concrete, V. 6, No. 5, 2009, pp. 377-390. doi: 10.12989/cac.2009.6.5.37710.12989/cac.2009.6.5.377 ↗
40. Malvar, L. J., “Review of Static and Dynamic Properties of Steel Reinforcing Bars,” ACI Materials Journal, V. 95, No. 5, Sept.-Oct. 1998, pp. 609-616.10.14359/403 ↗
41. Malvar, L. J., and Ross, C. A., “Review of Strain Rate Effects for Concrete in Tension,” ACI Materials Journal, V. 96, No. 5, Sept.-Oct. 1999, pp. 614-616.
42. Brunesi, E., and Nascimbene, R., “Extreme Response of Reinforced Concrete Buildings through Fiber Force-Based Finite Element Analysis,” Engineering Structures, V. 69, 2014, pp. 206-215. doi: 10.1016/j.engstruct.2014.03.02010.1016/j.engstruct.2014.03.020 ↗
43. Tan, K. H.; Paramasivam, P.; and Tan, K. C., “Cracking Characteristics of Reinforced Steel Fiber Concrete Beams under Short- and Long-Term Loadings,” Advanced Cement-Based Materials, V. 2, No. 4, 1995, pp. 127-137. doi: 10.1016/1065-7355(95)90013-610.1016/1065-7355(95)90013-6 ↗
44. Ganesan, N.; Indira, P. V.; and Abraham, R., “Steel Fibre Reinforced High Performance Concrete Beam-Column Joints Subjected to Cyclic Loading,” ISET Journal of Earthquake Technology, V. 44, No. 3-4, 2007.
45. Oinam, R. M.; Sahoo, D. R.; and Sindhu, R., “Cyclic Response of Non-Ductile RC Frame with Steel Fibers at Beam-Column Joints and Plastic Hinge Regions,” Journal of Earthquake Engineering, V. 18, No. 6, 2014, pp. 908-928. doi: 10.1080/13632469.2014.91623910.1080/13632469.2014.916239 ↗
46. Meda, A.; Minelli, F.; Plizzari, G. A.; and Riva, P., “Shear Behaviour of Steel Fibre Reinforced Concrete Beams,” Materials and Structures, V. 38, No. 277, 2005, pp. 343-351. doi: 10.1617/1411210.1617/14112 ↗
47. Kim, K. S.; Lee, D. H.; Hwang, J. H.; and Kuchma, D. A., “Shear Behavior Model for Steel Fiber-Reinforced Concrete Members without Transverse Reinforcements,” Composites. Part B, Engineering, V. 43, No. 5, 2012, pp. 2324-2334. doi: 10.1016/j.compositesb.2011.11.06410.1016/j.compositesb.2011.11.064 ↗
48. Sigrist, V.; Bentz, E.; Ruiz, M. F.; Foster, S.; and Muttoni, A., “Background to the fib Model Code 2010 Shear Provisions—Part I: Beams and Slabs,” Structural Concrete, V. 14, No. 3, 2013, pp. 195-203. doi: 10.1002/suco.20120006610.1002/suco.201200066 ↗
49. Gefken, P. R., and Ramey, M. R., “Increased Joint Hoop Spacing in Type 2 Seismic Joints Using Fiber Reinforced Concrete,” ACI Structural Journal, V. 86, No. 2, Mar.-Apr. 1989, pp. 168-172.10.14359/2674 ↗
50. Niwa, J.; Shakya, K.; Matsumoto, K.; and Watanabe, K., “Experimental Study on the Possibility of Using Steel Fiber-Reinforced Concrete to Reduce Conventional Rebars in Beam-Column Joints,” Journal of Materials in Civil Engineering, ASCE, V. 24, No. 12, 2012, pp. 1461-1473. doi: 10.1061/(ASCE)MT.1943-5533.000053610.1061/(ASCE)MT.1943-5533.0000536 ↗
51. AS3600, “Concrete Structures,” Standards Australia Limited, Sydney, Australia, 2009, 213 pp.
52. AS1012.9, “Determination of the Compressive Strength of Concrete Specimens,” Standards Australia Committee BD/42, Methods of Testing Concrete, Sydney, Australia, 1999, 11 pp.
53. AS5100.5, “Bridge Design – Part 5: Concrete,” Standards Australia Limited, Sydney, Australia, 2017, 229 pp.
54. Amin, A.; Foster, S. J.; and Muttoni, A., “Derivation of the σ-w Relationship for SFRC from Prism Bending tests,” Structural Concrete, V. 16, No. 1, 2015, pp. 93-105. doi: 10.1002/suco.20140001810.1002/suco.201400018 ↗
55. Li, Y.; Lu, X.; Guan, H.; and Ye, L., “An Improved Tie Force Method for Progressive Collapse Resistance Design of Reinforced Concrete Frame Structures,” Engineering Structures, V. 33, No. 10, 2011, pp. 2931-2942. doi: 10.1016/j.engstruct.2011.06.01710.1016/j.engstruct.2011.06.017 ↗
56. Sasani, M., and Kropelnicki, J., “Progressive Collapse Analysis of an RC Structure,” Structural Design of Tall and Special Buildings, V. 17, No. 4, 2008, pp. 757-771. doi: 10.1002/tal.37510.1002/tal.375 ↗
57. Vecchio, F., and Tang, K., “Membrane Action in Reinforced Concrete Slabs,” Canadian Journal of Civil Engineering, V. 17, No. 5, 1990, pp. 686-697. doi: 10.1139/l90-08210.1139/l90-082 ↗
58. Jordon, R. D.; Seong-Cheol, L.; and Vecchio, F. J., “Crack Model for Steel Fiber-Reinforced Concrete Members Containing Conventional Reinforcement,” ACI Structural Journal, V. 111, No. 1, Jan.-Feb. 2014, pp. 93-102.10.14359/51686433 ↗
59. Lee, S. C.; Cho, J. Y.; and Vecchio, F. J., “Tension-Stiffening Model for Steel Fiber-Reinforced Concrete Containing Conventional Reinforcement,” ACI Structural Journal, V. 110, No. 4, July-Aug. 2013, pp. 639-648.10.14359/51685749 ↗
60. Pfyl, T., “Tragverhalten von Stahlfaserbeton,” PhD dissertation, Swiss Federal Institute of Technology, Switzerland, 2003, 134 pp. (in German)
61. Amin, A.; Foster, S. J.; and Watts, M., “Modelling the Tension Stiffening Effect in SFR-RC,” Magazine of Concrete Research, V. 68, No. 7, 2016, pp. 339-352. doi: 10.1680/macr.15.0018810.1680/macr.15.00188 ↗
62. Valipour, H.; Vessali, N.; and Foster, S., “Fibre-Reinforced Concrete Beam Assemblages Subject to Column Loss,” Magazine of Concrete Research, V. 68, No. 6, 2016, pp. 305-317. doi: 10.1680/macr.15.0009510.1680/macr.15.00095 ↗