摘要
本文综述了国内外关于剪力墙的研究现状,介绍了几种规范的来源,并进行了相应优缺点的评述。
参考文献10
-
1Benjamin,J. R,Williams,H.A."The behavior of One storey Reinforud concrete shear Walls". Journal of the Structural Division of the American Society of Civil Engineers . 1957
-
2Antebij,Utkus,Hansem,J,R."The Response of shear walls to Dynamic loads.". .
-
3Barda, F,Hanson,J, M,Coley, W,G.Shear Strengta of low Rise wall with Bounday Element. ACI Publiatim SP-53 .
-
4ACI commitlei 318.Building code requirement for reinfored concrete. (ACI318-77) .
-
5Building Code Requirements for Rernforced Conerete. ACI Committee 318 . 1983
-
6R Park,T Paulay.Reinforced concrete structures. . 1975
-
7Vallenas J. M.,Bertero V. V.,and Popov, E. P.Hysteretic Behavior of Reinforced Concrete Structural Walls. Report No. UCB/EERC-79/20, University of California . 1979
-
8Gallety,G D.Behanor of Reiuforad Concrete shear Wall Under Static load. . 1952
-
9Fiorato.A.E,OstesIe.R. G,Carpenter J.E."Reversing load Test on Five Isolated structural Walls". Proceedings of The International symposium on Earthquake Structural Engineering . 1976
-
10A.E.Cardenas,D.D.Magura.Strength of high-rise Shear walls-Rectangular Cross Sections, Response of Multistory Concrete Structures to lateral forces. Publication SP-36 ACI .
同被引文献9
-
1张翼凌,李今保.某工程二层柱置换混凝土加固施工技术[J].工业建筑,2006,36(4):88-90. 被引量:11
-
2李安起,王继国,王欣,夏风敏.框架柱局部分期置换加固的设计与施工[J].四川建筑科学研究,2007,33(4):121-123. 被引量:3
-
3程文瀼.混凝土结构设计[M].武汉:武汉大学出版社,2006.
-
4傅光耀.高层建筑结构[M].北京:中国铁道出版社,2006.
-
5DL/T5057-2009,水工混凝土结构设计规范[s].2009.
-
6蒋新川.某工程底层柱混凝土置换方案[J].四川建筑,2010,40(3):154-156. 被引量:1
-
7周晓悦,章雪峰.分批置换混凝土在高层框剪结构加固中的应用实例[J].建筑技术,2012,43(4):365-367. 被引量:24
-
8胡克旭,赵志鹏.混凝土置换法在某短肢剪力墙高层住宅加固中的应用[J].结构工程师,2015,31(6):172-177. 被引量:26
-
9余兴华,吕林.某在建工程部分剪力墙混凝土置换施工方案设计[J].建筑技术开发,2014,41(8):63-66. 被引量:10