摘要
基于灌浆石砌墙体的拟动力试验、工程实践和震害经验,经分析研究,首次提出灌浆石砌体的抗震抗剪强度及抗震加固验算方法。经对工程实例验算,验证了本研究的可靠性和实用性。
Based on the quasi-dynamic shearing test , the engneering practice and the experience of earthquake damage, the seismic shear strength of grouted stone wall and capacity checking methods of seismic strengthening stone structure with stone powder are given in this paper. Their reliability and practicality are tested and verified by an engineering example.
引文
[1] 施养杭.一种有效提高石砌体抗剪强度得到施工方法[J].建筑技术,1998(5):328-329
[2] 施楚贤,徐建,等.砌体结构抗震设计与计算[M].中国建筑工业出版社,2003
[3] 施养杭.多层料石结构抗震设防审查[J].福建建筑,1996(2):29-31
[4] GB50068-2001,建筑结构可靠度设计统一标准[S].
[5] GB50003-2001,砌体结构设计规范[S].
[6] 余建星,施养杭.石砌体结构抗震抗剪强度理论的应用[J].地震工程与工程振动,2000(1):63-67