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机译:粘结CFRP筋的后张结构玻璃梁弯曲性能的有限元数值模拟
Department of Engineering and Architecture (DIA), University of Trieste, Trieste, Italy;
Department of Architectural Engineering and Technology (AE+T), Faculty of Architecture and the Built Environment (A+BE), Delft University of Technology (TU Delft), The Netherlands,Steel Structures Laboratory (ICOM), Civil Engineering Institute (IIC), School of Architecture, Civil and Environmental Engineering (ENAC), Ecole Polytechnique Federate de Lausanne (EPFL), Switzerland;
Structural Glass; Laminated Glass; Post-Tensioned Glass; Carbon Fibre Reinforced Polymer (CFRP) Tendon; Finite-Element (FE)Numerical Modeling;
机译:粘结CFRP筋的后张结构玻璃梁抗弯性能的有限元数值模拟|科学出版物
机译:后张SG层压玻璃钢梁的有限元分析
机译:用粘合粘合到玻璃的叠层玻璃束上的四点弯曲试验加强了FRP棒
机译:后粘结桥梁中的无粘结筋替代粘结筋:可施工性,结构性能和监测
机译:外部后张CFRP筋增强了RC梁的单调和疲劳挠曲性能。
机译:粘结CFRP胶带改装钢冷成型Sigma梁的实验室和数值分析
机译:粘结CFRP筋的后张结构玻璃梁弯曲性能的有限元数值模拟