A NEW GREEN RESIDENT STRUCTURE SYSTEM： THE SUPERIMPOSED SLAB SHEAR WALLS SYSTEM

Lian Xing; Ye Xianguo; Jiang Qing; Wang Decai

doi:10.13204/j.gyjz201006018

Volume 40 Issue 6

Dec. 2014

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Lian Xing, Ye Xianguo, Jiang Qing, Wang Decai. A NEW GREEN RESIDENT STRUCTURE SYSTEM： THE SUPERIMPOSED SLAB SHEAR WALLS SYSTEM[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(6): 79-84,92. doi: 10.13204/j.gyjz201006018

Citation:

Lian Xing, Ye Xianguo, Jiang Qing, Wang Decai. A NEW GREEN RESIDENT STRUCTURE SYSTEM： THE SUPERIMPOSED SLAB SHEAR WALLS SYSTEM[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(6): 79-84,92. doi: 10.13204/j.gyjz201006018

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A NEW GREEN RESIDENT STRUCTURE SYSTEM： THE SUPERIMPOSED SLAB SHEAR WALLS SYSTEM

doi: 10.13204/j.gyjz201006018

1.
School of Civil Engineering,Hefei University of Technology,Hefei 230009,China

Received Date: 2010-03-15
Publish Date: 2010-06-20

Abstract

Abstract

The superimposed slab shear wall system，as a new lateral force resisting system，was introduced. This structural system possesses several advantages compared to normal shear wall system，such as good quality control，speedy construction，the low-cost of constructions and the high level industrialization of production. The superimposed slab shear walls system is a new green structure system with good market future. A systematically analytical study on the superimposed slab shear walls was carried out，which provided the reliable scientific basis for compiling the trade standardsTechnical Specification for Superimposed Slab Concrete Shear Wall Structure，Comparative experimental studies on superimposed slab shear walls and general shear walls are carried out. The experimental results show the seismic behaviors of the superimposed slab shear walls are general shear walls are not obviously different.
- superimposed slab shear walls,
- green house,
- seismic behavior

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References(15)

References

[2] 荆平，贾海峰，许碧霞. 城市可持续发展的趋势预测及预警方法研究[J]. 重庆建筑大学学报，2008，30(2) :116-120.

王有为. 实施绿色建筑对环境保护的重要意义[J]. 浙江建筑，2008，25(9) :1-4.

[3] 连星，叶献国，王德才，等. 叠合板式剪力墙的抗震性能试验分析[J]. 合肥工业大学学报，2009，32(8) :1219-1223.

[4] Antoniades K K，Salonikios T N，Kappos A J. Tests on Seismically Damaged Reinforced Concrete Walls Repaired and Strengthened Using Fiber-Reinforced Polymers [J]. Journal of Composites for Construction，ASCE，2005(5) :263-246.

[5] 黄选明，曹万林，吕西林. 不同形式暗支撑短肢剪力墙抗震性能试验研究[J]. 地震工程与工程震动，2005，25(3) :60-66.

[6] Shedid T，Drysdale R，El-Dakhakhni W W. Behavior of Fully Grouted Reinforced Concrete Masonry Shear Walls Failing in Flexure: Experimental Results [J]. Journal of Structural Engineering，ASCE，2008(10) :1754-1767.

[7] Folz F，Filiatrault A. Seismic Analysis of Woodframe Structures I:Model Formulation[J]. Journal of Structural Engineering，ASCE，2004(9) :1353-1360.

[8] 曹万林，田宝发，王洪星，等. 钢筋混凝土带暗支撑双功能剪力墙的力学计算模型[J]. 地震工程与工程震动，2001，21 (2) :84-88.

[9] Berman J W，Bruneau M. Experimental Investigation of Light-Gauge Steel Plate Shear Walls [J]. Journal of Structural Engineering，ASCE，2005(2) :259-267.

[10] 叶献国，王海波，孙利民，等. 钢筋混凝土桥墩抗震耗能能力的试验研究[J]. 合肥工业大学学报:自然科学版，2005，28(9) :1171-1177.

[11] Salonikios T N. Analytical Prediction of the Inelastic Response of RC Walls with Low Aspect Ratio [J]. Journal of Structural Engineering，ASCE，2007(6) :844-854.

[12] 郑廷银，蔡万军，杨波. 钢－混凝土新型组合暗梁楼盖的静力性能试验[J]. 南京工业大学学报:自然科学版，2008，30(1) :11-15.

[13] 徐天爽，徐有邻. 双向叠合板拼缝传力性能的试验研究[J].建筑科学，2003，19(6) :11-14.

[14] 岳建伟，鲍鹏，徐书耀. 新型叠合板的理论分析和实验研究[J]. 河南大学学报，2002，32(1) :87-90.

[15] 李文斌，杨强跃，钱磊. 钢筋桁架楼承板在钢结构建筑中的应用[J]. 施工技术，2006，35(12) :105-107.

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