Posted on October 20th, 2010 by Guch

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南洋理工大学 李兵教授 抗爆抗倒塌 论文下载
  发表日期:2013-8-25

南洋理工大学李兵教授在结构抗爆跟抗倒塌方面有比较好的研究,下面是他相关论文的列表及下载(感谢钱凯提供)

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.

外贴CFRP加固与修复钢筋混凝土无梁楼盖抗连续倒塌性能研究.

 

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.

静力荷载作用下受损钢筋混凝土框架抗连续倒塌可靠性评估

 

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.

爆炸损伤钢筋混凝土柱的残余轴向受压极限能力研究

 

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.

钢筋混凝土梁柱内节点抗倒塌性能试验研究与分析评估

 

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)

角柱缺失状态下钢筋混凝土框架连续倒塌易损性理论分析评估

 

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)

楼板对钢筋混凝土框架抗连续倒塌动力性能的量化分析

 

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.

爆炸荷载作用下基于变形控制的钢筋混凝土受弯构件设计

 

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.

钢筋混凝土梁的冲击响应及其分析评估

 

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.

基于无量纲能量谱理论的钢筋混凝土构件抗爆设计方法的爆炸试验验证

 

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.

角柱缺失条件下钢筋混凝土梁柱空间子结构受力性能研究

 

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

角柱缺失条件下钢筋混凝土梁柱子结构动态性能研究—试验研究

 

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.

远距离爆炸作用下钢筋混凝土框架结构的位移控制设计——第I部分:理论依据

 

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.

远距离爆炸作用下钢筋混凝土框架结构的位移控制设计——第Ⅱ部分:应用与评估

 

14  Xiaoli Bao, Bing Li. Residual strength of blast damaged reinforced concrete columns. International Journal of Impact Engineering, 2010, 37, 295-308.

爆炸损伤钢筋混凝土柱的残余强度

 

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.

局部爆炸损伤钢筋混凝土柱残余轴向抗压承载能力研究

 

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.

 集中荷载加载速率下钢筋混凝土梁的动力性能研究

 

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.

外贴FRP加固混凝土板抗接触爆炸性能研究

 

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.

炸药质量比对接触爆炸后组合柱残余抗压承载能力的影响

 

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.

远距离爆炸作用下外挂墙板对钢筋混凝土框架结构响应的案例分析

 

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.

动力荷载作用下钢筋混凝土深梁抗剪强度与受力性能研究

 

21 Hai-Cheng Rong, Bing Li. Probabilistic response evaluation for RC flexural members subjected to blast loadings, StructuralSafety, 2007, 29, 146-163.

爆炸荷载作用下钢筋混凝土受弯构件响应的概率分析

 

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.

近距离爆炸荷载作用下新加坡某高层建筑结构响应的案例分析