半刚接柱脚自复位装配式钢框架拟动力试验研究 by 张艳霞, 沈森, 李杨龙, 赵微

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隔板贯通式钢管混凝土节点有限元分析 by 张广泰, 韩建红, 荣彬

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天津某采光顶双向张弦梁设计及分析 by 王鑫, 陈志华, 闫翔宇, 马青, 姜玉挺, 孟祎, 刘红波

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超高空立面大直径莫比乌斯环内支撑体系施工关键技术 by 丁利, 徐常森, 贾尚瑞, 吴楚桥

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带大矩形洞口钢板剪力墙力学性能研究与设计方法初探 by 刘学林, 范重, 黄彦军

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十字形钢管混凝土中长柱轴压性能试验研究 by 杨浩, 张继承, 杜国锋, 毛振豪

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厦门市海峡交流中心二期2号塔楼结构设计与研究 by 尧国皇, 陈宜言, 潘东辉, 孙素文, 黄用军

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热弯残余应力对圆钢管拱结构极限承载力的影响 by 芦燕, 宋浩然, 韩庆华

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两岸建筑抗震设计规范比较 by 郭小康, 魏志毓, 李国强, 蔡克铨

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A Coupling Vibration Test Bench and the Simulation Research of a Maglev Vehicle by Weihua Ma, Rongrong Song, Junqi Xu, Yu Zang, Shihui Luo

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大跨双层分段式主缆威亚系统施工控制关键技术 by 程建华, 汤黎

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上海崇明体育训练基地7#篮球馆大跨度楼盖竖向振动舒适度分析 by 张涛, 丁祝红, 陆秀丽, 耿耀明

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可更换钢连梁的抗震性能研究 by 李斌, 李园园, 高春彦

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钢框架圆管柱梁节点域的抗剪承载力 by 李刚, 陈以一

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How does the collaborative innovation network in construction industry evolve? Evidence from China by Fangliang Wang, Min Cheng

“…China Academy of Building Research which had the highest degree centrality and closeness centrality and Tongji University which had the largest betweenness centrality had an important position in CIN. …”
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T形PEC柱抗震性能的数值模拟分析 by 李媛萍, 刘谋雷

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弦支网架预应力张拉施工模拟分析 by 陈志华, 何永禹, 王小盾, 王哲, 刘红波

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超高层悬挂钢结构临时支撑卸载分析 by 孙学水, 陈凡, 刘坚, 李树杰, 张国灿

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螺栓球节点高强度螺栓拧入深度试验研究 by 黄炳生, 付宜东, 陈烨, 杨放, 毛泽亮, 朱文艳

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双钢板组合剪力墙施工应力实测与分析 by 李健, 李户晓, 王冬冬, 刘才玮

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