全部 标题 作者
关键词 摘要

OALib Journal期刊
ISSN: 2333-9721
费用:99美元

查看量下载量

相关文章

更多...

内藏钢桁架混凝土剪力墙与钢桁架抗震性能比较

Keywords: 钢筋混凝土,剪力墙,钢桁架,抗震性能

Full-Text   Cite this paper   Add to My Lib

Abstract:

提出了内藏钢桁架混凝土组合剪力墙,即桁架与剪力墙、型钢与混凝土的双重组合剪力墙.为了比较内藏钢桁架混凝土组合剪力墙、普通混凝土剪力墙和钢桁架的抗震性能,本文进行了3个1/3缩尺试验模型的抗震性能试验,包括1个普通混凝土剪力墙、1个内藏钢桁架混凝土剪力墙和1个钢桁架.在试验研究基础上,对比分析了各试件的承载力、滞回特性、耗能能力及破坏特征.试验表明:普通混凝土剪力墙与钢桁架组合而成的剪力墙的抗震能力,比普通混凝土剪力墙和钢桁架单独应用的抗震能力之和明显提高.

References

[1]  CAO Wan-lin, XUE Su-duo, ZHANG Jian-wei. Seismic performance of RC shear walls with concealed bracing[J]. Advances in Structural Engineering, 2003, 6(1):1-13.
[2]  王志浩.方鄂华.钱稼如.钢骨混凝土剪力墙的抗弯性能[J].建筑结构,1998,28(2):13-16.WANG Zhi-hao,FANG E-hua,QIAN Jia-ru. Flexural behavior of steel reinforced concrete shear walls[J].Building Struc- ture,1998,28(2):13-16.(in Chinese)
[3]  曹万林,张建伟,田宝发,等.带暗支撑低矮剪力墙抗震性能试验及承载力计算[J].土木工程学报,2004,37(3): 44-51.CAO Wan-lin, ZHANG Jian-wei, TIAN Bao-fa, et al. Experimental study on seismic behavior of low-rise RC shear walls with concealed bracings and calculation of their load-carrying capacity[J]. China Civil Engineering Journal, 2004, 37(3):44- 51. (in Chinese)
[4]  曹万林,张建伟,田宝发,等.钢筋混凝土带暗支撑中高剪力墙抗震性能研究[J].建筑结构学报,2002,23(6):26.32.55.CAO Wan-lin, ZHANG Jian-wei, TIAN Bao-fa, et al. Experimental study on seismic behavior of mid-rise RC shear wall with concealed bracings[J]. Journal of Building Structures, 2002,23(6):26-32, 55.(in Chinese)
[5]  曹万林,杨兴民,黄选明,等.带钢筋及钢骨暗支撑剪力墙抗震性能试验研究[J].世界地震工程,2005,2l(1):1-6.CAO Wan-lin, YANG Xing-min, HUANG Xuan-ming, et al. Experimental study on seismic behavior of RC shear wallswith concealed SRC bracings[J]. World Earthquake Engineering, 2005,21(1):1-6. (in Chinese)
[6]  方鄂华,叶列平.钢骨混凝土剪力墙设计[J].建筑结构,1999.29(12):57-59.FANG E-hua. YE Lie-ping. Design of SRC shear wall[J]. Building Structure,1999,29(12):57-59.(in Chinese)
[7]  刘航,蓝宗建,庞同和,等.劲性钢筋混凝土低剪力墙抗震性能试验研究[J].工业建筑.1997,27(5):3l-36,47.LIU Hang, LAN Zong-jian, PANG Tong-he, et al. Test and analysis on seismic behavior of low-rise steel-encased reinforced concrete shear walls[J].Industrial Construction,1997,27(5):31-36,47.(in Chinese)
[8]  苏幼坡,刘英利,王绍杰.薄钢板剪力墙抗震性能试验研究[J].地震工程与工程振动,2002,22(4):81-84.SU You-po, LIU Ying-li, WANG Shao-jie. Experimental study of anti-seismic behavior of thin steel-plate shear walls[J]. Earthquake Engineering and Engineering Vibration, 2002, 22(4):81-84.(in Chinese)
[9]  陈国栋,郭彦林,范珍,等.钢板剪力墙低周反复荷载试验研究[J].建筑结构学报,2004,25(1):19-26,38.CHEN Guo-dong, GUO Yan-lin, FAN Zhen, et al. Cyclic test of steel plate shear walls. Journal of Building Structures[J]. 2004,25(1):19-26,38.(in Chinese)
[10]  ELGAALY M, CACCESSE V. Steel plate walls[C]//Proc of the 1990 Nat. Steel Construction Conf, American Inst. of Steel Constr.(AISC),Chicago,1990.
[11]  ELGAALY M, CACCESE V, DU C. Post-buckling behavior of steel plate shear wall under cyclic loads[J]. Journal of Structure Engineering, 1993, 119(2):588-605.
[12]  DRIVE R G, KULAK G L, KENNEDY D J L, et al. Cyclic test of four-story steel Plate shear wall[J]. Journal of Struc- ture Engineering,1998,124(2):112-120.
[13]  DRIVER R G, KULAK G L, ELWI A E, et al. FE and simplified models of steel plate shear wall[J]. Journal of Structure Engineerings,1998,124(2):121-130.
[14]  ANWAR H K M,WRIGHT H D.Experimental and theoretical behavior of composite walling under in-plane shear[J]. Journal of Constructional Steel Research,2004,60(1):59-83.
[15]  ANWAR H K M, WRIGHT H D. Design aspects of double skin profiled composite framed shear walls in construction and service stages[J].ACI Structural Journal,2004,10(1):94-102.

Full-Text

Contact Us

service@oalib.com

QQ:3279437679

WhatsApp +8615387084133