带刚性斜撑的冷弯薄壁型钢剪力墙抗侧性能试验研究 by 熊刚, 吴稼丰, 杨秀红, 姚迎钦, 冉晓伟, 刘宇清

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H形钢单层网壳结构形态优化研究 by 闫翔宇, 巩昊, 陈志华, 张玉轩

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冷弯薄壁型钢自攻螺钉厚钢板连接的抗剪及抗拔性能试验研究 by 周婷, 孙克肇, 陈志华, 肖潇

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拼合式带翼缘冷弯薄壁型钢十字形构件抗扭刚度试验研究 by 白清夫, 宋振森, 缪其亮

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型钢混凝土柱基于受剪行为解耦的承载力计算方法研究 by 薛亦聪, 尚崇新, 杨勇, 于云龙, 卢黎红

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自复位方钢管混凝土柱-H形钢梁节点的滞回性能 by 王一心, 孙国华, 刘文渊, 龚富涛

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不同厚度轻钢桁架轻混凝土组合墙板轴压性能研究 by 董宏英, 李浩东, 杨兆源, 曹万林, 徐涛, 沈韦霞

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含挫屈束制消能斜撑构架效应之接合板耐震设计与试验分析 by 周中哲, 刘佳豪

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The Clinical Outcomes of Arthroscopic Tenotomy versus Tenodesis with Medium-to-Massive Rotator Cuff Tear in the Elderly: A Retrospective Study by Song K, Lu G, Cai M, Sun Q

“…Kaihang Song,* Guanghua Lu,* Ming Cai, Qi Sun Department of Orthopedics, Shanghai Tenth People’s Hospital, School of Medicine, Tongji University, Shanghai, 200072, People’s Republic of China*These authors contributed equally to this workCorrespondence: Ming Cai; Qi Sun, Email cmdoctor@163.com; tjdxsq@163.comPurpose: Shoulder arthroscopic repair of rotator cuff tears with simultaneous treatment of lesions of the long head of the biceps tendon has become increasingly accepted. …”
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侧向冲击后钢管混凝土柱剩余轴压承载力研究 by 付朝江, 高颖, 陈华艳, 罗才松, 王碧珍, 林友峰, 张泽群

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压剪组合作用下摩擦型高强螺栓连接斜撑节点力学性能 by 杜业峰, 邱凯, 刘金樟, 王有志, 徐刚年

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侧向冲击后钢管混凝土柱剩余轴压承载力研究 by 付朝江, 高颖, 陈华艳, 罗才松, 王碧珍, 林友峰, 张泽群

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内置型钢的圆钢管混凝土构件轴压承载力计算方法 by 毛文婧, 史艳莉, 王文达

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轨道梁初始几何缺陷对活动屋盖运行的影响 by 徐光明, 汪凯超, 王必刚, 冯龙, 查晓雄

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Shaking Table Test on the Seismic Responses of a Slope Reinforced by Prestressed Anchor Cables and Double-Row Antisliding Piles by Zuo-ju Wu, Zhi-jia Wang, Jun-wei Bi, Xiao Fu, Yong Yao

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Experimental study on the evolution of submerged artificial sandbar-beach profile under the regular waves condition by Wenliang Zhang, Junli Guo, Lianqiang Shi, Zhuocheng Liu, Qinghua Ye, Cuiping Kuang, Yu Peng, Huangzhe Qi

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火灾下膨胀型钢结构防火涂层的破损及其对钢构件升温过程的影响 by 王玲玲, 李曼, 王永昌

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火灾后摩擦型高强螺栓连接抗滑移系数变化规律试验研究 by 张菊, 赵东拂, 刘育民, 符演, 熊海江

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U型钢-混凝土组合梁交叉节点抗弯性能试验研究 by 杨明波, 刘畅, 李晓阁, 张权, 冯树国, 常熤存

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型钢混凝土柱粘结滑移性能及ANSYS数值模拟方法研究 by 薛建阳, 赵鸿铁, 杨勇, 李俊华, 王彦宏

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