单层球面网壳结构抗连续倒塌设计 by 葛金刚, 刘晗晗

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温度作用下大直径钢筒仓热力耦合屈曲分析 by 马越, 杨红霞, 李盛斌, 霍治澎

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劲性支撑穹顶结构敏感性分析 by 高占远, 薛素铎, 何永发

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南京牛首山树状结构施工过程模拟和施工监测 by 余少乐, 雷克, 张学伟, 陈新喜, 杨彬, 张营营, 贾斌

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某体育场钢结构顶升与卸载全过程分析及运用 by 吴晶晶

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苏州文体中心体育馆屋盖滑移施工模拟分析 by 蔡柳鹤, 贾尚瑞, 邢遵胜, 王留成, 刘中华

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Adhesion of underwater repair concrete to vertical surfaces by Elżbieta Horszczaruk, Piotr Brzozowski

“…A specially designed and constructed steel container (a chamber) has been used to place the repair concrete underwater and cure it under hydrostatic pressure. …”
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防屈曲支撑及高强钢在某钢结构火力发电厂中的应用 by 陈素文, 陆志立, 李红星, 赵春莲, 李国强, 汪杪杪, 史宏伟

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Structural Improvements for Tall Buildings under Wind Loads: Comparative Study by Nicola Longarini, Luigi Cabras, Marco Zucca, Suvash Chapain, Aly Mousaad Aly

“…These solutions include (1) height reduction, (2) steel belts, (3) tuned mass damper, (4) viscous dampers, and (5) orientation change. …”
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基于红外热成像的钢管混凝土脱空缺陷检测研究 by 何健, 张佶, 王航, 钱娟, 邵志伟, 戴爽, 查晓雄

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CFRP-铝合金复合管高强混凝土短柱轴压性能研究 by 王兰, 姜航, 谢文超, 叶勇

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Experimental and numerical studies on the vibration serviceability of fanshaped prestressed concrete floor by Liang Cao, Hongtuo Qi, Jiang Li

“…The comparison of the experimental results with the published American institute of steel construction (AISC) design guide indicates that the prestressed concrete floor system exhibits satisfactory vibration perceptibility overall. …”
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薄壁异形截面铝合金轴心受压柱屈曲模态耦合及承载力计算 by 刘梅, 常熤存, 刘昌斌, 郭康瑞

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一种应用于临时结构的新型可拆卸支座节点及设计方法 by 张翔宇, 王沙沙, 龚景海, 纪腾飞, 高凌

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Three approaches to evaluate of the heat dissipated during fatigue crack propagation experiments by Alena Vedernikova, Anastasiia Iziumova, Aleksey Vshivkov, Oleg Plekhov

“…This paper deals with the V-notched flat specimens made of stainless steel AISE 304 subjected to cyclic loading. It was shown that the dissipated energy values estimated by different techniques have a good qualitative agreement. …”
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Dynamic Behavior of Supported Structures from Free-Free Modal Tests Using Structural Dynamic Modification by G. Ismael, M. López-Aenlle, F. Pelayo, A. Fernández-Canteli

“…In this paper the SDM theory is used to predict the modal parameters of a pinned-free beam, a cantilever beam, and a 3D steel beam structure from the experimental natural frequencies and mode shapes of the same structures tested in free-free configuration. …”
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北京泰康大厦钢结构设计 by 陈建兴, 方义庆, 包联进, 姜文伟

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钢框架带悬臂梁段拼接节点的承载特性分析 by 常鸿飞, 夏军武, 靳大勇

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电热熔渣焊接瑕疵于钢骨箱型柱板破裂的有限元素分析 by 陈诚直, 赖建霖, 林克强, 林南交

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Structural behavior of damaged reinforced concrete beams under static cyclic loading by Abdelrahman Elbaz, H. Marzouk, Kh. Heiza, Omar Elnawawy

“…The defective parameters taken into consideration in the experimental program were the gap in the concrete mold and mild steel at the middle bottom reinforcement. All tested specimens had the same cross-sectional dimensions. …”
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