烟台大学学报（自然科学与工程版）2017，Vol.30Issue(3)：237-243,7.DOI:10.13951/j.cnki.37-1213/n.2017.03.012
新型分体柱受剪性能试验研究
Experimental Study on Shear Behaviors of a New Typed Split Column
摘要
Abstract
A new typed split column with bamboo plywood clapboard is made and designed in this paper.To study the failure process and mode, the new typed column is quasi-statically tested under low cyclic lateral loading and the mechanical performance difference between reinforced concrete short column and new typed split column is analyzed.To some extent, it solves the problem of uncompleteness of the traditional split columns that results from delicate gypsum clapboard in the later part of loading.The bamboo plywood clapboard makes the new type split column evolve from the integral cross-section reinforced column into the four cooperative working elemental column, preventing the emergence of diagonal crack and avoiding brittle failure.Besides, the new type split column has a good ductility with the displacement ductility factor of 11.34, much higher than that of reinforced concrete short column.关键词
分体柱/短柱/受剪性能/延性Key words
split column/short column/shear behavior/ductility分类
建筑与水利引用本文复制引用
徐汇宾,刘继良,初明进..新型分体柱受剪性能试验研究[J].烟台大学学报（自然科学与工程版）,2017,30(3):237-243,7.基金项目
国家自然科学基金资助项目(51378450,51508490). （51378450,51508490）
