|南洋理工大学 李兵教授 抗爆抗倒塌 论文下载|
1 Kai Qian, Bing Li. Strengthening and Retrofitting of RC Flat Slabs to Mitigate Progressive Collapse by Externally Bonded CFRP Laminates. Journal of Composites for Construction. 2013,17(4), 554-565.
2 Zhiwei Huang, Bing Li, Piyali Sengupta. Reliability Assessment of Damaged RC Moment-Resisting Frame against Progressive Collapse under Static Loading Conditions. Journal of Engineering Mechanics, 2013, 139(1), 1-17.
3 Bing LI, Anand Nair, Qian Kai. Residual Axial Capacity of Reinforced Concrete Columns with Simulated Blast Damage. Journal of Performance of Constructed Facilities, 2012, 26(3), 287-299.
4 Kai Qian, Bing Li. Experimental and Analytical Assessment on RC Interior Beam-Column Subassemblages for Progressive Collapse, Journal of Performance of Constructed Facilities, 26(5), 2012.
5 Kai Qian, Bing Li. Analytical Evaluation of the Vulnerability of RC Frames for Progressive Collapse Caused by the Loss of a Corner Column. Journal of Performance of Constructed Facilities, 2013.(Accepted)
6 Kai Qian, Bing Li. Quantification of Slab Influences on the Dynamic Performance of RC Frames against Progressive Collapse. Journal of Performance of Constructed Facilities, 2013.(Accepted)
7 Hai-Cheng Rong, Bing Li. Deformation-Controlled Design of Reinforced Concrete Flexural Members Subjected to Blast Loadings. Journal of Structural Engineering, 2008, 134(10), 1598-1610.
8 Kazunori Fujikake, Bing LI, Sam Soeun. Impact Response of Reinforced Concrete Beam and Its Analytical Evaluation. Journal of Structural Engineering, 2009, 135(8),938-950.
9 Bing Li, Zhi Wei Huang, Chee Leong Lim. Verification of Nondimensional Energy Spectrum-Based Blast Design for Reinforced Concrete Members through Actual Blast Tests. Journal of Structural Engineering, 2010, 136(6): 627-636.
10 Kai Qian, Bing Li. Performance of Three-Dimensional Reinforced Concrete Beam-Column Substructures under Loss of a Corner Column Scenario.Journal of Structural Engineering, 2013, 139(4),584-594.
11 Qian Kai, Bing Li. Dynamic Performance of RC Beam-Column Substructures under the Scenario of the Loss of a Corner Column-Experimental Results. Engineering Structures, 2012, 42, 154-167
12 Bing Li, Hai-Cheng Rong, Tso-Chien Pan. Drift-Controlled Design of Reinforced Concrete Frame Structures under Distant Blast Conditions—Part I: Theoretical Basis. International Journal of Impact Engineering, 2007,34, 743-754.
13Bing Li, Hai-Cheng Rong, Tso-Chien Pan. Drift-Controlled Design of Reinforced Concrete Frame Structures under Distant Blast Conditions—Part II: Implementation and Evaluation. International Journal of Impact Engineering, 2007,34, 755-770.
14 Xiaoli Bao, Bing Li. Residual strength of blast damaged reinforced concrete columns. International Journal of Impact Engineering, 2010, 37, 295-308.
15 Ke-Chiang Wu, Bing Li, Keh-Chyuan Tsai. Residual axial compression capacity of localized blast-damaged RC columns.International Journal of Impact Engineering, 2011,38, 29-40.
16 Satadru Das Adhikary, Bing Li, Kazunori Fujikake. Dynamic behavior of reinforced concrete beams under varying rates of concentrated loading. International Journal of Impact Engineering, 2012, 47, 24-38.
17 Masuhiro Beppu, Tomonori Ohno, Kazunori Ohkubo, Bing Li, Kazuyuki Satoh. Contact Explosion Resistance of Concrete Plates Externally Strengthened with FRP Laminates. International Journal of Protective Structures, 2010, 1(2), 254-270.
18 Ke-Chiang Wua, Bing Li, Keh-Chyuan Tsai. The effects of explosive mass ratio on residual compressive capacity of contact blast damaged composite columns,Journal of Constructional Steel Research, 2011, 67, 602-612.
19 Bing Li, Tso-Chien Pan, Anand Nair. A case study of the effect of cladding panels on the response of reinforced concrete frames subjected to distant blast loadings, Nuclear Engineering and Design, 2009, 239, 455-469.
20 Satadru Das Adhikary, Bing Li, Kazunori Fujikake. Strength and behavior in shear of reinforced concrete deep beams under dynamic loading conditions, NuclearEngineering and Design, 2013, 259, 14- 28.
21 Hai-Cheng Rong, Bing Li. Probabilistic response evaluation for RC flexural members subjected to blast loadings, StructuralSafety, 2007, 29, 146-163.
22 Bing Li, Tso-Chien Pan and Anand Nair. A Case Study of The Structural Responses of A Tall Building in Singapore Subjected to Close-In Detonations, TheStructural Design Of Tall and Special Buildings, 2009.