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机译:FRP加固RC梁蠕变效应的数值研究
School of Architecture, Soongsil Univ., Sangdodong, Dongjak-gu, Seoul 156-743, South Korea;
Dept. of Civil Engineering, Centennial Engineering Center, Univ. of New Mexico, MSC01 1070, Albuquerque, NM 87131;
Centre for Infrastructure Performance and Reliability, School of Engineering, Univ. of Newcastle, University Dr., Callaghan, NSW 2308, Australia;
Structural Engineer, HalcrowYolles, Calgary, AB, Canada;
Killam Memorial Research Chair, Dept. of Civil Engineering, Univ. of Calgary, Calgary, AB, Canada T2N 1N4;
reinforced concrete; epoxy adhesive; finite-element model; fiber-reinforced polymer (FRP); creep; long-term deflection;
机译:FRP加固RC梁中环氧胶蠕变的流变建模和有限元模拟
机译:FRP加强连续RC梁具有网状开口的剪切行为的数值分析
机译:火灾下FRP加固RC梁响应跟踪的数值模型
机译:柔性FRP加强RC梁FRP层压板的中间裂纹诱导剥离失效的研究
机译:FRP加固RC梁裂缝诱导脱胶机理的数值分析。
机译:TiNi SMA相变诱发蠕变现象的力学和热效应的实验和数值研究
机译:FRP加固连续RC梁和楼板的弯矩再分布研究