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常用药的肾毒性作用 被引量:16

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作者 余学清
出处 《新医学》 2000年第3期139-140,共2页 Journal of New Medicine
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  • 1马重辛.钢填充混凝土组合形式用于受弯构件的力学性能[J].冶金工业部建筑研究总院院刊,1995(1):45-54. 被引量:2
  • 2.GB50017-2003钢结构设计规范[S].北京:中国计划出版社,2003..
  • 3EN 1994-1-1 Eurocode 4: Design of Composite Steel and Concrete Structures, Part 1-1:General Rules and Rules for Buildings[S]. Brussels : CEN, 2004.
  • 4KindmannR, Bergmann R. Effect of reinforced concrete between the flanges of the steel profile of partially encased composite beams[J]. Journal of Constructional Steel Research, 1993,27(1/3) :107-122.
  • 5Chicoine T, Tremblay R, Massicotte B, et al. Behavior and strength of partially encased composite columns with built-up shapes[J]. Journal of Structural Engineering, 2002, 128 (3) : 279- 288.
  • 6CSA 16-09 Design of Steel Structures[S]. Canada: Canadian Standards Association,2009.
  • 7Kindmann R, Bergmann R. Effect of reinforced concrete between the flanges of steel profile of partially encased composite beams[J]. Journal of Constrnctional Steel Research, 1993, 27(3) : 107-122.
  • 8Moura Correia Ant6nio J P, Rodrigues Jo:o Paulo C. Fire resistance of partially encased steel columns with restrained thermal elongation [ J ]. Journal of Constructional Steel Research, 2011, 67 (4) : 593- 601.
  • 9De Nardin Sivana, E1 Debs Ana Lucia H C. Study of partially encased composite beams with innovative position of stud bolts [ J ]. Journal of Constructional Steel Research, 2009, 65(2): 342-350.
  • 10Medberry S B, Shahrooz B M. Perfobond shear connector for composite construction [ J ]. AISC Engineering Journal, 2002, 39( 1): 2-12.

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