Experimental Study on Anti-Seismic Restoration of Rowlock Walls

Abstract:

Article Preview

Based on pseudo-static test of rowlock wall with different constructional measures by MTS loading system, the position of initial crack, distribution of crack, cracking load, failure load, failure state are studied, in order to provide test basis for the determination of economical and effective construction measures for rowlock wall. The test results show that the cracking load and failure load of rowlock wall reinforced with constructional column and tie bar, or with constructional column and horizontal reinforced concrete band,were increased significantly compared with rowlock wall without reinforcement measure. The reinforced rowlock wall has better ductility, whereas rowlock walls without reinforcement measure show obvious brittleness.

Info:

Periodical:

Advanced Materials Research (Volumes 163-167)

Edited by:

Lijuan Li

Pages:

3787-3793

DOI:

10.4028/www.scientific.net/AMR.163-167.3787

Citation:

W. M. Tang et al., "Experimental Study on Anti-Seismic Restoration of Rowlock Walls", Advanced Materials Research, Vols. 163-167, pp. 3787-3793, 2011

Online since:

December 2010

Export:

Price:

$35.00

[1] Liao J, Chen LZ, Tian SM. Experiment and application of rowlock wall strengthened with expanded metal lath. Architecture Technology 2001: 6: 373-74, In Chinese.

[2] Ge XL, Zhu LX, Yu W, Shen SY. Analysis of seismic disaster of cavity wall buildings in jiujiang-ruichang earthquake (M5. 7). Earthquake Resistant Engineering and Retrofitting 2006: 28: 10-17, In Chinese.

[3] Weng DG, Lv XL, Ren XS, Tetsuo K, Li KN. Experiment study on seismic resistant capacity of repaired and strengthened masonry walls. World Earthquake Engineering 2003: 19: 1-8, In Chinese.

[4] Yang XD, Pan W, Ye LY, Lei HJ. Experiment study on seismic behavior reinforced concrete hollow block walls. World Earthquake Engineering 2005: 21: 70-74, In Chinese.

[5] Huang W, Chen GX, Yao QF. Study on aseismic performance of a multi-ribbed composite wall under pseudo-dynamic test. Journal of Vibration and Shock 2007: 26: 49-54, In Chinese.

[6] Cui XG, Ma XH, Chen ZT. Test studies on seismic behavior of perforated concrete bricks and small section masonry reinforcing walls. World Earthquake Engineering 2008: 24: 116-121, In Chinese.

In order to see related information, you need to Login.