山西建筑
山西建築
산서건축
SHANXI ARCHITECTURE
2009年
23期
50-51
,共2页
填充墙%水平地震力%抗裂分析
填充牆%水平地震力%抗裂分析
전충장%수평지진력%항렬분석
filler wall%horizontal seismic force%the crack analysis
对填充墙在水平地震力作用下的抗裂应力进行了分析,从理论上分析了填充墙开裂的控制因素,通过一系列的计算假定和理论计算,得出了填充墙在剪压共同作用下的抗剪强度是抗裂的主要控制因素,并求得该抗剪强度的计算公式.
對填充牆在水平地震力作用下的抗裂應力進行瞭分析,從理論上分析瞭填充牆開裂的控製因素,通過一繫列的計算假定和理論計算,得齣瞭填充牆在剪壓共同作用下的抗剪彊度是抗裂的主要控製因素,併求得該抗剪彊度的計算公式.
대전충장재수평지진력작용하적항렬응력진행료분석,종이론상분석료전충장개렬적공제인소,통과일계렬적계산가정화이론계산,득출료전충장재전압공동작용하적항전강도시항렬적주요공제인소,병구득해항전강도적계산공식.
The filler wall's crack stress of horizontal seismic force are analyzed, then the factor of the filler wall have been cracked to be ana-lyzed from the theory. Through a series of assumptions and theoretical calculations, the conclusion that the shear strength is the mast control factor to the filler wall's crack at the sheer and compress force effect and calculation formula was obtained.
