碳纤维加固混凝土框架结构数值模拟
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摘要
通过建立钢筋混凝土框架结构的有限元模型,分析框架结构采用碳纤维补强的抗震性能,探索结构加固设计。
Seismic performance of frame strengthened with FRP( Fiber Reinforced Polymer) are analyzed by finite element model of frame, and reinforced design are researched.
Seismic performance of frame strengthened with FRP( Fiber Reinforced Polymer) are analyzed by finite element model of frame, and reinforced design are researched.
引文
[1] 应力,宋长波,等.不等强混凝土框架节点受力性能[D].沈阳:沈阳建筑大学学报(自然科学版),2007
[2] 陆新征,江见鲸.利用ANSYS Solid 65单元分析复杂应力条件下的混凝土结构[J].建筑结构,2003,33(6) :22-24
[3] 郝文化.ANSYS土木工程应用实例[M].北京:中国水利水电出版社,2005
[4] 朱伯芳.有限单元法原理与应用[M].北京:中国水利水电出版社,1998
[5] Marzouk H, Eman M, Hilal M S. Effect of High-Strength Concrete Columns on Behavior of Slab-Column Connections[J],ACI Structural Journal,1996,93(5) :545-554
[6] McHarg P J, Cook W E, Mitchell Detal. Improved transmisson of high-strength concrete column loads through normal strength concrete slabs, ACI Structural Journal, 2000,82(3) :482-496
[2] 陆新征,江见鲸.利用ANSYS Solid 65单元分析复杂应力条件下的混凝土结构[J].建筑结构,2003,33(6) :22-24
[3] 郝文化.ANSYS土木工程应用实例[M].北京:中国水利水电出版社,2005
[4] 朱伯芳.有限单元法原理与应用[M].北京:中国水利水电出版社,1998
[5] Marzouk H, Eman M, Hilal M S. Effect of High-Strength Concrete Columns on Behavior of Slab-Column Connections[J],ACI Structural Journal,1996,93(5) :545-554
[6] McHarg P J, Cook W E, Mitchell Detal. Improved transmisson of high-strength concrete column loads through normal strength concrete slabs, ACI Structural Journal, 2000,82(3) :482-496
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