同济大学学报（自然科学版）2024，Vol.52Issue(2)：203-212,10.DOI:10.11908/j.issn.0253-374x.22231
双面叠合装配式管廊侧墙面外抗震性能试验
Out-of-Plane Pseudo-Static Test on Double-Sided Laminated Side Wall of Utility Tunnel
摘要
Abstract
In order to study the mechanical deformation performance of prefabricated double-sided superimposed utility tunnel side wall connected by spiral stirrup sleeve bottom joint under out of plane load,two full-scale side wall specimens connected by this joint were tested under low cyclic reciprocating loading at different axial compression ratios,and compared with two cast-in-situ specimens,The effects of the bottom joint of the spiral stirrup sleeve and the vertical axial compression ratio on the seismic deformation performance of the side wall of the utility tunnel were preliminarily revealed.The test results show that the hysteretic curves of composite precast specimens and cast-in-situ specimens are relatively full,and have a good seismic energy dissipation capacity;which meet the seismic deformation design requirements of the fabricated structure;The shear deformation of the upper area of the composite assembly specimens are higher than that of the cast-in-situ specimens,and the cracks are all over the whole height range of the wall,which has good out of plane deformation ability关键词
双面叠合侧墙/综合管廊/拟静力试验/面外加载/螺旋箍筋套筒底节点Key words
double sided laminated side wall/utility tunnel/quasi static test/out of plane loading/spiral stirrup sleeve bottom joint分类
建筑与水利引用本文复制引用
赵密,石少华,李广帆,程小卫,钟紫蓝..双面叠合装配式管廊侧墙面外抗震性能试验[J].同济大学学报（自然科学版）,2024,52(2):203-212,10.基金项目
国家自然科学基金面上项目(51978020) （51978020）
国家自然科学基金联合基金项目(U1839201) （U1839201）
