快速访问
文章信息
参考文献
[1]王翠坤, 田春雨, 肖从真. 高层建筑中钢-混凝土混合结构的研究及应用进展[J]. 建筑结构, 2011, 41(11): 28-33.
[2]徐培福, 黄吉锋, 陈富盛. 近50年剪力墙结构震害及其对抗震设计的启示[J]. 建筑结构学报, 2017, 38(3): 1-13.
[3]Moehle J P. Seismic design of reinforced concrete buildings[M]. New York: McGraw-Hill Education, 2015.
[4]Cheng X, Ji X, Xu Z, et al. Cyclic shear behavior and strength capacity of prestressed concrete walls in high-rise buildings[J]. Engineering Structures, 2022, 266: 114647.
[5]王铁成, 赖天宇, 赵海龙, 等. 钢筋混凝土剪力墙拉剪受力性能试验[J]. 建筑结构, 2017, 47(2): 64-69.
[6]任重翠, 肖从真, 徐培福. 钢筋混凝土剪力墙拉剪性能试验研究[J]. 土木工程学报, 2018, 51(4): 20-33, 61.
[7]纪晓东, 程小卫, 徐梦超. 小剪跨比钢筋混凝土墙拉剪性能试验研究[J]. 工程力学, 2018, 35(S1): 53-61.
[8]纪晓东, 徐梦超, 程小卫, 等. 中等剪跨比RC剪力墙拉-弯-剪受力性能试验研究[J]. 建筑结构学报, 2021, 42(3): 90-101.
[9]Cheng X, Ji X, Henry R S, et al. Coupled axial tension-flexure behavior of slender reinforced concrete walls[J]. Engineering Structures, 2019, 188: 261-276.
[10]程小卫, 纪晓东, 李易, 等. 钢筋混凝土剪力墙拉弯受力性能试验和模拟[J]. 工程力学, 2022, 39(1): 79-90.
[11]万怡秀, 徐自国, 纪晓东, 等. 拉压变轴力下小剪跨比预应力混凝土墙往复受剪试验研究[J]. 建筑结构学报, 2022, 43(6): 219.
[12]黄健康, 程小卫, 李易, 等. 拉-压变轴力下小剪跨比RC剪力墙受剪试验研究[J/OL]. 工程力学, 2024, 1-12.
[13]Nie X, Wang J J, Tao M X, et al. Experimental study of shear-critical reinforced-concrete shear walls under tension-bending shear-combined cyclic load[J]. Journal of Structural Engineering, 2020, 146(5): 04020047.
[14]Zhou M, Wang J, Nie J, et al. Experimental study and model of steel plate concrete composite members under tension[J]. Journal of Constructional Steel Research, 2021, 185: 106818.
[15]Zhou M, Fan J S, Tao M X, et al. Experimental study on the tensile behavior of square concrete-filled steel tubes[J]. Journal of Constructional Steel Research, 2016, 121: 202-215.
[16]范重, 王金金, 王义华, 等. 钢板混凝土组合剪力墙拉弯性能研究[J]. 建筑结构学报, 2016, 37(7): 1-9.
[17]Wang J J, Tao M X, Fan J S, et al. Seismic behavior of steel plate reinforced concrete composite shear walls under tension-bending-shear combined cyclic load[J]. Journal of Structural Engineering, 2018, 144(7): 04018075.
[18]蒙春丽, 柯晓军, 苏益声, 等. 钢板混凝土剪力墙拉弯剪性能试验研究[J]. 工程力学, 2022, 40: 1-9.
[19]Meng C, Ke X, Su Y. Performance and strength analysis of concrete-encased steel plate walls under tensile-flexural-shear load[J]. Journal of Constructional Steel Research, 2023, 201: 107713.
[20]姚正钦, 方小丹, 韦宏. 偏心受拉钢筋混凝土剪力墙受剪性能试验研究[J]. 建筑结构学报, 2020, 41(4): 71-81.
[21]Ke X, Huang Z, Wang Q, et al. Performance and strength analysis of shear walls with vertical steel encased profiles under tensile-shear load[J]. Journal of Building Engineering, 2023, 79: 107823.
[22]方小丹, 韦宏, 姚正钦. 钢管高强混凝土剪力墙受拉性能试验研究[J]. 建筑结构学报, 2016, 37(5): 1-11.
[23]方小丹, 韦宏, 姚正钦. 钢管高强混凝土剪力墙拉剪性能试验研究[J]. 建筑结构学报, 2017, 38(3): 93-102.
[24]Zhou J, Ling Y, Jiang Y. Seismic behaviour of PC-encased HCSC composite shear walls under vertical tension and horizontal cyclic loading[J]. Journal of Earthquake Engineering, 2022, 26(13): 6778-6802.
[25]Zhou J, Fang X, Yao Z. Mechanical behavior of a steel tube-confined high-strength concrete shear wall under combined tensile and shear loading[J]. Engineering Structures, 2018, 171: 673-685.
[26]肖从真, 徐培福, 任重翠. 钢筋混凝土剪力墙拉剪承载力分析[J]. 土木工程学报, 2018, 51(5): 26-36.
[27]董宇光, 吕西林, 丁子文. 型钢混凝土剪力墙抗剪承载力计算公式研究[J]. 工程力学, 2007, 24(1): 114-119.
[28]Vecchio F. The response of reinforced concrete to in-plane shear and normal stresses[R]. Toronto: University of Toronto, 1982.
[29]Li Y Y, Ding R, Nie J G. Experiment study on seismic behavior of squat UHPC shear walls subjected to tension-shear combined cyclic load[J]. Engineering Structures, 2023, 280: 115700.
版权与开放获取声明
作为一本开放获取的学术期刊，所有文章均遵循 Creative Commons Attribution 4.0 International License (CC BY 4.0) 协议发布，允许用户在署名原作者的前提下自由共享与再利用内容。所有文章均可免费供读者和机构阅读、下载、引用与传播，EWA Publishing 不会通过期刊的出版发行向读者或机构收取任何费用。