[1] CHAN J L Y, LO S H. Stability design of system scaffold with differential settlement[J]. Structures, 2020, 27: 1467-1478. [2] EM A, YOZ A, LG B. Buckling and free vibration analyses of pultruded GFRP laminated composites: Experimental, numerical and analytical investigations[J]. Composite Structures, 2020, 254: 1-16. [3] ABDELKARIM O I, AHMED E A, BENMOKRANE B, et al. Design and field testing of a first continuous slab-on-girder bridge with a hybrid GFRP-steel-reinforced bridge deck in Canada[J]. Journal of Bridge Engineering, 2020, 25(8): 4020044-4020041. [4] XIN H, MOSALLAM A, CORREIA J, et al. Material-structure integrated design optimization of GFRP bridge deck on steel girder[J]. Structures, 2020, 27: 1222-1230. [5] KELLER T. Recent all-composite and hybrid fibre-reinforced polymer bridges and buildings[J]. Progress in Structural Engineering and Materials, 2001, 3(2): 132-140. [6] 张兴虎, 刘永辉, 冯海潮. FRP管材轴心受压构件的稳定性能[J]. 玻璃钢/复合材料, 2014(2): 19-22. [7] 武玮凯, 李飞. GFRP圆管脚手架节点承载能力试验与有限元研究[J]. 玻璃钢/复合材料, 2019(6): 37-42. [8] 陆征然, 陈志华. 扣件式钢管满堂支撑体系稳定性的有限元分析及试验研究[J]. 土木工程学报, 2012, 45(1): 49-60. [9] 朱启新, 万雨辰, 张其林. 钢管脚手架扣件节点的转动刚度试验和计算模型[J]. 山东建筑大学学报, 2010, 25(5): 499-502, 518. [10] 何夕平, 朱坤. 扭剪作用下钢管支架直角扣件受力性能试验分析研究[J]. 西安建筑科技大学学报(自然科学版), 2016, 48(1): 47-51. [11] 蔡雪峰, 庄金平, 周继忠. 直角扣件钢管节点抗扭性能试验研究[J]. 工程力学, 2012, 29(2): 107-113. [12] 钢管脚手架扣件: GB 15831—2006[S]. 北京: 中国标准出版社, 2006. [13] 钟善梧. 高层建筑组合结构框架梁柱节点分析与设计[M]. 北京: 人民交通出版社, 2006. [14] SALEHI M, SOBHANI A R. Elastic linear and non-linear analysis of fiber-reinforced symmetrically laminated sector Mindlin plate[J]. Composite Structures, 2004, 65(1): 65-79. [15] 闻邦椿. 机械设计手册: 第一卷[M]. 第5版. 北京: 机械工业出版社, 2014: 25-26. |