位置：成果数据库 > 会议 > 会议详情页
Crack resistance of connections of cross shaped steel encased ultra high-strength concrete column to
  • 所属机构名称：大连理工大学
  • 会议名称：2010 International Conference on Advances in Materials and Manufacturing Processes, ICAMMP 2010
  • 成果类型：会议
  • 会场：Shenzhen
  • 相关项目：型钢超高强混凝土结构体系的抗震性能研究
作者： C.|J.|Zhang|J.|Yan|Jia|
同会议论文项目
型钢超高强混凝土结构体系的抗震性能研究
期刊论文 30 会议论文 14
同项目会议论文
Crack resistance capacity of SRUHSC column to RC beam joint under frequent earthquake load
Crack pattern and ductility of steel reinforced ultra high strength concrete composite joint subject
Crack pattern and ductility of connections composed of CSSEUHSC columns and SEC beams under cycle lo
Strain analysis of corrosed prestressed concrete beams on fatigue test
钢骨高强混凝土短柱抗剪性能试验研究
钢骨高强混凝土短柱抗剪性能的数值模拟
Study on shear strength of SRC beam-column connections
Fatigue behavior of prestressed concrete beams under corrosion
Calculation methods on crack resistance capacity of SRUHSC column to SRC beam joint subjected to rev
Compressive strength and splitting tensile strength of polyvinyl alcohol fiber reinforced ultra high
Compressive strength and splitting tensile strength of steel fiber reinforced ultra high strength co
Crack pattern of SRUHSC column and SRC beam joint subjected to reversal cycle load
Crack pattern and ductility of connections composed of CSSEUHSC columns and RC beams subjected to re