Structural Behavior of Reinforced Concrete Frames Subjected to Progressive Collapse
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OpenAlex topics: Structural Response to Dynamic Loads · Fire effects on concrete materials · High-Velocity Impact and Material Behavior
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References (20)
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1. ASCE/SEI 7, “Minimum Design Loads for Buildings and Other Structures,” American Society of Civil Engineers, Reston, VA, 2005, 388 pp.
2. Department of Defense (DOD), “Design of Buildings to Resist Progressive Collapse,” Unified Facilities Criteria (UFC) 4-023-03, Washington, DC, 2010, 181 pp.
3. EN 1991-2-7, “Eurocode 1: Actions on Structures—Part 1-7: General actions—Accidental Actions,” European Committee for Standardization (CEN), Brussels, Belgium, 2006, 70 pp.
4. General Services Administration (GSA), “Progressive Collapse Analysis and Design Guidelines for New Federal Office Buildings and Major Modernization Projects,” Washington, DC, 2003, 119 pp.
5. Stevens, D.; Hewitt, O.; Campbell, T.; and Marchand, K., “Overview of the Revised DoD Progressive Collapse Design Requirements,” Structures Congress 2009 Proceedings, ASCE, Austin, TX, 2009, pp. 1718-22.10.1061/41031(341)189 ↗
6. Sadek, F.; Main, J. A.; Lew, H. S.; and Bao, Y., “Testing and Analysis of Steel and Concrete Beam-Column Assemblies under a Column Removal Scenario,” Journal of Structural Engineering, ASCE, V. 137, No. 9, 2011, pp. 881-892. doi: 10.1061/(ASCE)ST.1943-541X.000042210.1061/(ASCE)ST.1943-541X.0000422 ↗
7. 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 ↗
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. Yu, J., and Tan, K. H., “Experimental and Numerical Investigation on Progressive Collapse Resistance of Reinforced Concrete Beam Column Sub-Assemblages,” Engineering Structures, V. 55, 2013, pp. 90-106. doi: 10.1016/j.engstruct.2011.08.04010.1016/j.engstruct.2011.08.040 ↗
10. 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 ↗
11. 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 ↗
12. Corley, W. G.; Mlakar, P. F. M. Sr.; Sozen, M. A.; and Thornton, C. H., “The Oklahoma City Bombing: Summary and Recommendations for Multihazard Mitigation,” Journal of Performance of Constructed Facilities, ASCE, V. 12, No. 3, 1998, pp. 100-112. doi: 10.1061/(ASCE)0887-3828(1998)12:3(100)10.1061/(ASCE)0887-3828(1998)12:3(100) ↗
13. 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) ↗
14. Sasani, M., and Sagiroglu, S., “Progressive Collapse of Reinforced Concrete Structures: A Multihazard Perspective,” ACI Structural Journal, V. 105, No. 1, Jan.-Feb. 2008, pp. 96-103.10.14359/19073 ↗
15. ACI SP-66, “ACI Detailing Manual,” American Concrete Institute, Farmington Hills, MI, 2004, 212 pp.
16. Yu, J., and Tan, K. H., “Special Detailing Techniques to Improve Structural Resistance against Progressive Collapse,” Journal of Structural Engineering, V. 140, No. 3, 2014, pp. 04013077-(1-15).10.1061/(ASCE)ST.1943-541X.0000886 ↗
17. Yu, J., and Tan, K. H., “Analytical Model for the Capacity of Compressive Arch Action of Reinforced Concrete Sub-Assemblages,” Magazine of Concrete Research, V. 66, No. 3, 2014, pp. 109-126. doi: 10.1680/macr.13.0021710.1680/macr.13.00217 ↗
18. Yu, J., “Structural Behavior of Reinforced Concrete Frames Subjected to Progressive Collapse,” doctoral thesis, Nanyang Technological University, Singapore, 2012, 300 pp.
19. Sezen, H., and Setzler, E. J., “Reinforcement Slip in Reinforced Concrete Columns,” ACI Structural Journal, V. 105, No. 3, May-June 2008, pp. 280-289.10.14359/19787 ↗
20. Izzuddin, B. A.; Vlassis, A. G.; Elghazouli, A. Y.; and Nethercot, D. A., “Progressive Collapse of Multi-Story Buildings Due to Sudden Column Loss—Part I: Simplified Assessment Framework,” Engineering Structures, V. 30, No. 5, 2008, pp. 1308-1318. doi: 10.1016/j.engstruct.2007.07.01110.1016/j.engstruct.2007.07.011 ↗