1 |
Ren, W., Sneed, L. H., Gai, Y., & Kang, X. (2015). Test results and nonlinear analysis of RC T-beams strengthened by bonded steel plates. International Journal of Concrete Structures and Materials, 9(2), 133-143.
DOI
|
2 |
Sasani, M., & Kropelnicki, J. (2008). Progressive collapse analysis of an RC structure. The Structural Design of Tall and Special Buildings, 17(4), 757-771.
DOI
|
3 |
Shin, K.-J., Lee, S.-H., & Kang, T. H.-K. (2013). External posttensioning of reinforced concrete beams using a V-shaped steel rod system. ASCE Journal of Structural Engineering, 140(3), 04013067.
|
4 |
Song, B. I., & Sezen, H. (2013). Experimental and analytical progressive collapse assessment of a steel frame building. Engineering Structures, 56, 664-672.
DOI
|
5 |
Tsai, M. H., & Lin, B. H. (2008). Investigation of progressive collapse resistance and inelastic response for an earthquake-resistant RC building subjected to column failure. Engineering Structures, 30(12), 3619-3628.
DOI
|
6 |
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.
|
7 |
Yu, J., & Tan, K. H. (2013). Experimental and numerical investigation on progressive collapse resistance of reinforced concrete beam column sub-assemblages. Engineering Structures, 55, 90-106.
DOI
|
8 |
ACI Committee 315. (2004). ACI Detailing Manual-2004. Farmington Hills, MI: Publication SP-66(04), American Concrete Institute.
|
9 |
Choi, H., & Kim, J. (2011). Progressive collapse-resisting capacity of reinforced concrete beam-column subassemblage. Magazine of Concrete Research, 63(4), 297-310.
DOI
|
10 |
Ellingwood, B. R., Smilowitz, R., Dusenberry, D. O., Duthinh, D., Lew, H. S., & Carino, N. J. (2007). Best practices for reducing the potential for progressive collapse in buildings, Report No. NISTIR 7396, National Institute of Standards for Technology.
|
11 |
General Services Administration. (2003). Progressive collapse analysis and design guidelines for new federal office buildings and major modernization projects. Washington, DC: General Services Administration.
|
12 |
Harajli, M. H. (1993). Strengthening of concrete beams by external prestressing. PCI Journal, 38(6), 76-88.
|
13 |
ICC. (2009). International building code. Falls Church, VA: International Code Council.
|
14 |
Milner, D., Gran, J., Lawver, D.,Vaughan, D.,Vanadit-Ellis,W.,& Levine, H. (2007). FLEX analysis and scaled testing for prediction of progressive collapse, first international workshop on performance, protection & strengthening of structures under extreme loading (PROTECT 2007). Canada: Whistler.
|
15 |
Kang, S. B., Tan, K. H., & Yang, E. H. (2015). Progressive collapse resistance of precast beam-column sub-assemblages with engineered cementitious composites. Engineering Structures, 98(1), 186-200.
DOI
|
16 |
Khandelwal, K., & El-Tawil, S. (2005). Progressive collapse of moment resisting steel frame buildings, Proceedings of the 2005 Structures Congress and the 2005 Forensic Engineering Symposium, New York, NY.
|
17 |
Kim, J., & An, D. (2009). Evaluation of progressive collapse potential of steel moment frames considering catenary action. The Structural Design of Tall and Special Buildings, 18(4), 455-465.
DOI
|
18 |
Powell, G. (2005). Progressive collapse: Case studies using nonlinear analysis: Proceedings of the 2005 Structures Congress and the 2005 Forensic Engineering Symposium, New York, NY.
|
19 |
Qian, K., & Li, B. (2012). Dynamic performance of RC beamcolumn substructures under the scenario of the loss of a corner column-experimental results. Engineering Structures, 42, 154-167.
DOI
|
20 |
Qian, K., & Li, B. (2013). Performance of three-dimensional reinforced concrete beam-column substructures under loss of a corner column scenario. ASCE Journal of Structural Engineering, 139(4), 584-594.
DOI
|
21 |
Qian, K., Li, B., & Ma, J. X. (2015). Load carrying mechanism to resist progressive collapse of RC buildings. ASCE Journal of Structural Engineering, 141(2), 04014107.
DOI
|