【作者单位】aSchool of Civil Engineering and Architecture, Southwest University of Science and Technology, Mianyang, 621010, China;bShock and Vibration of Engineering Materials and Structures Key Laboratory of Sichuan Province, Southwest University of Science and Technology, Mianyang, 621010, China;cSchool of Engineering, Tibet University, Lhasa, 850000, China
【年份】2022
【卷号】Vol.43 No.11
【页码】200-208
【ISSN】1000-6869
【关键词】geometry index gray theory irregularity index seismic performance shape parameter Tibetan rubble stone wall
【摘要】 In order to quantify the influence of irregular geometry indexes on seismic performance of rubble stone walls, three 1 / 2 scaled Tibetan rubble stone walls were tested under low cyclic loading to obtain their typical failure modes, hysteretic curve...
