EXPERIMENTAL STUDY ON THE SEISMIC PERFORMANCE OF THE SITE BUILDING STIFFENING RIBS ECOLOGICAL COMPOSITE WALL

Huang Wei; Chen Haiyan; Hou Lina; Chen Guoxin; Zhang Yin

doi:10.13204/j.gyjz201112014

Volume 41 Issue 12

Dec. 2014

Turn off MathJax

Article Contents

Article Navigation > INDUSTRIAL CONSTRUCTION > 2011 > 41(12): 60-64,56

Huang Wei, Chen Haiyan, Hou Lina, Chen Guoxin, Zhang Yin. EXPERIMENTAL STUDY ON THE SEISMIC PERFORMANCE OF THE SITE BUILDING STIFFENING RIBS ECOLOGICAL COMPOSITE WALL[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(12): 60-64,56. doi: 10.13204/j.gyjz201112014

Citation:

Huang Wei, Chen Haiyan, Hou Lina, Chen Guoxin, Zhang Yin. EXPERIMENTAL STUDY ON THE SEISMIC PERFORMANCE OF THE SITE BUILDING STIFFENING RIBS ECOLOGICAL COMPOSITE WALL[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(12): 60-64,56. doi: 10.13204/j.gyjz201112014

Citation:

PDF( 0 KB)

EXPERIMENTAL STUDY ON THE SEISMIC PERFORMANCE OF THE SITE BUILDING STIFFENING RIBS ECOLOGICAL COMPOSITE WALL

doi: 10.13204/j.gyjz201112014

1.
1. School of Civil Engineering,Xi’an University of Architecture and Technology,Xi’an 710055,China;
2.
2. School of Hydrolic and Civil Engineering,Xinjiang Agricultural University,Urumqi 830052,China

Received Date: 2011-03-04
Publish Date: 2011-12-20

Abstract

Abstract

In order to facilitate further promotion of the ecological composite wall, the test of an ecological energy-saving composite wall with 1/2 scale under low-frequency cyclic loading is carried on based on the large amounts of the previous experiments of the group, the seismic performances of the wall, which is conducted by changing the construction technology based on the ecological nergy-saving composite wall, such as the bearing capacity, stiffness and displacement ductility are studied and compared with the previous standard multi-ribbed ecological composite walls.Test results and theoretical research show that the bearing capacity and stiffness of the site building stiffening ribs ecological composite wall are both lower than the previous standard multi-ribbed ecological composite walls.However, by applying the site building stiffening ribs, it can avoids some engineering problems of the new rural construction in remote areas, such as site lifting and transportation, which meets the design requirements.At the same time, it can shorten the construction period, reduce the cost and solve the cracking of traditional masonry structures easily.Therefore, the site building stiffening ribs ecological composite wall has broad application prospects.
- site building stiffening ribs ecological composite wall,
- multi-ribbed ecological composite wall,
- low cyclic test,
- seismic performances

FullText(HTML)

References(10)

References

[2] 黄炜,陈国新,姚谦峰.密肋复合墙体在拟动力试验下的抗震性能研究[J].振动与冲击,2007,26(3):49-55.

姚谦峰.密肋壁板轻框结构节能住宅体系研究[J].工业建筑,2003,33(1):1-5.

[3] 王瑛,史培君,王静爱.中国农村地区地震灾害特点及减灾对策[J].自然灾害学报,2005,14(1):82-89.

[4] 黄炜,姚谦峰,章宇明,等.内填砌体的密肋复合墙体极限承载力计算[J].土木工程学报,2006,39(3):68-75.

[5] 田玉滨,唐岱新.配筋砌块砌体剪力墙连梁抗震性能的试验研究[J].建筑结构学报,2002,23(4):42-47.

[6] 姚谦峰,黄炜,田杰,等.密肋复合墙体受力机理及抗震性能试验研究[J].建筑结构学报,2004(6):67-74.

[7] 孙跃东,周德源,肖建庄,等.不同轴力下再生混凝土框架抗震性能的试验[J].同济大学学报:自然科学版,2007,35(8):1013-1018.

[8] El-Tawil, Sherif Bracci, Joseph. Recent Findings from Phase of?the United States-Japan Cooperative Earthquake Research Program?[J]. Journal of Structural Engineering,2004,130(2):155-156.

[9] Poon C S, Shui Z H, Lam L, etal. Influence of Moisturestates of?Natural and Recycled Aggregates on the Slump and Compressive?Strength of Concrete[J]. Cement and Concrete Research,2004(34):31-36.

[10] Varma A H, Ricles J M, Sause R, et al. Seismic Behavior and?Modeling of High-strength Composite Concrete-filled Steel Tube?Beam-Column[J]. Journal of Constructional Steel Research,2002(58):725-758.

Relative Articles

Supplements(0)

Cited By

Proportional views