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机译:环境温度对锚固区早期混凝土性能的影响
Department of Infrastructure Engineering, The University of Melbourne, Parkville, VIC 3010, Australia;
Department of Infrastructure Engineering, The University of Melbourne, Parkville, VIC 3010, Australia;
School of Civil and Environmental Engineering, University of Technology Sydney, NSW 2006, Australia;
Commonwealth Scientific and Industrial Research Organisation, Clayton South, VIC 3169, Australia;
Anchorage; Early age concrete; Post-tensioning;
机译:技术和环境因素对预应力混凝土轨枕钢筋锚固区性能的影响
机译:CFRP层压板增强的钢筋混凝土梁的防火性能:锚固区绝缘的保护系统
机译:锚固区腐蚀引起纵向裂缝的钢筋混凝土梁锚固的可靠度分析
机译:超高性能混凝土构件的筋索锚固区行为
机译:后张拉混凝土结构中锚固区的线性和非线性有限元分析。
机译:环境温度对高性能混凝土特性的影响
机译:张紧预应力混凝土构件中增强锚固区轴承强度的估计:锚固区与方形轴承板,方形装载表面和圆螺旋加固的组合