- 摘 要
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(中國海洋大學工程學院， 青島 266100）
［摘要］目前，國內(nèi)砌體墻抗剪強度計算公式眾多，很多研究人員都以試驗結(jié)果與某計算公式結(jié)果吻合為目的，還沒有統(tǒng)一的計算砌體墻抗剪強度公式。介紹了近年來國內(nèi)剪壓復合受力狀態(tài)下砌體結(jié)構(gòu)墻體發(fā)生剪摩和剪壓破壞時的抗剪強度研究情況，評述了各主要抗剪強度公式優(yōu)缺點，提出了目前這些公式存在的問題以及需要進一步完善抗剪強度計算公式的研究課題。
［關鍵詞］剪壓復合受力； 砌體墻； 抗剪強度； 統(tǒng)一計算公式
中圖分類號： TU381 文獻標識碼： A文章編號： 1002-848X(2016)S2-0476-05
Comment on research achievements of shear strength of brick masonry
wall under shear-compression
Jiang Jitong， He Shengkui
（College of Engineering, Ocean University of China, Qingdao 266100, China）
Abstract: At present, many formulas have been used to calculate the shear strength of masonry walls in China, the porpoise of many researcher testing results was to be consistent with one of these formulas, and there is no unified formula that can be used to calculate the shear strength of masonry walls. The masonry shear strength under shear-compression action when the shear compression were introduced and the shear friction were destroyed, then reviews the advantages and disadvantages of the main shear strength formulas, also comes up with the problems of these formulas and the research topic on the shear strength formula which need to be improved further.
Keywords: shear compression composite stress; masonry wall; shear strength; unified calculation formula
作者簡介： 蔣濟同，博士，教授，Email:jtjiang@ouc.edu.cn。
