Su Qiwang, Liu Chengqing, Zhao Shichun. THE ESTIMATE RESEARCH ON SEISMIC DAMAGE DEGREE OF MASONRY BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(2): 39-44. doi: 10.13204/j.gyjz201302008
Citation:
Su Qiwang, Liu Chengqing, Zhao Shichun. THE ESTIMATE RESEARCH ON SEISMIC DAMAGE DEGREE OF MASONRY BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(2): 39-44. doi: 10.13204/j.gyjz201302008
Su Qiwang, Liu Chengqing, Zhao Shichun. THE ESTIMATE RESEARCH ON SEISMIC DAMAGE DEGREE OF MASONRY BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(2): 39-44. doi: 10.13204/j.gyjz201302008
Citation:
Su Qiwang, Liu Chengqing, Zhao Shichun. THE ESTIMATE RESEARCH ON SEISMIC DAMAGE DEGREE OF MASONRY BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(2): 39-44. doi: 10.13204/j.gyjz201302008
The building layout determines the number of structural wall and wall area in the design of a masonry structure building.In the earthquake,the seismic force is taken by the wall in the direction of earthquake.The larger the wall area,the stronger the seismic capacity.Therefore,the wall area has a critical influence on masonry seismic research.One of the main ways for studying this problem is to find out the rules between the wall area and structure damage the earthquake.By analyzing of a large number of damage houses in the Wenchuan earthquake in 2008,the relationship of the wall area and buildings damage was studied,and based on the existing theory of masonry structure seismic performance assessment,the indicator of the wall areas was proposed to estimate the seismic damage degree of masonry structures.The indicator was applied to the seismic performance evaluation of a multi-storey masonry structure housing,this indicator was reasonable through comparing the on-site damage,the result showed the indicator could estimate the damage degree of the masonry buildings.
[10] The European Committee for Standardization. Eurocode 8 Designof Structures for Earthquake Resistance[S]. Brussels: CEN,2003.
[11] Lourenco P B, Roque J A. Simplified Indexes for the SeismicVulnerability of Ancient Masonry Buildings[J]. Construction andBuilding Materials,2006,20:200-208.
[12] Moroni M O, Astroza M, Acevedo C. Performance and SeismicVulnerability of Masonry Housing Types Used in Chile[J].Journal of Performance of Constructed Facilities,2004,18(3):173-179.
Su Qiwang, Liu Chengqing, Zhao Shichun. THE ESTIMATE RESEARCH ON SEISMIC DAMAGE DEGREE OF MASONRY BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(2): 39-44. doi: 10.13204/j.gyjz201302008
Su Qiwang, Liu Chengqing, Zhao Shichun. THE ESTIMATE RESEARCH ON SEISMIC DAMAGE DEGREE OF MASONRY BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(2): 39-44. doi: 10.13204/j.gyjz201302008