机译:基于等效塑性铰模型的预制分段UHPC桥柱的横向行为
Southeast Univ, Key Lab Concrete & Prestressed Concrete Struct, China Minist Educ, Nanjing 218911, Jiangsu, Peoples R China;
Southeast Univ, Key Lab Concrete & Prestressed Concrete Struct, China Minist Educ, Nanjing 218911, Jiangsu, Peoples R China;
Southeast Univ, Key Lab Concrete & Prestressed Concrete Struct, China Minist Educ, Nanjing 218911, Jiangsu, Peoples R China;
Hohai Univ, Key Lab, Minist Educ Geomech & Embankment Engn, Nanjing 210098, Jiangsu, Peoples R China;
Univ Calif Los Angeles, Dept Civil & Environm Engn, Los Angeles, CA 90095 USA;
Bridge columns; Ultra-high-performance concrete (UHPC); Precast segmental construction; Unbonded post-tensioning; Equivalent plastic-hinge model;
机译:一种简化方法对预制节段UHPC桥柱的地震行为建模
机译:带有可更换外部盖板和内部耗散器的预制分段UHPC桥柱的抗震性能
机译:带有可更换外部盖板和内部耗散器的预制分段UHPC桥柱的抗震性能
机译:具有可替换损伤集中单元的预制分段UHPFRC桥柱的循环行为
机译:预制分段桥柱中不锈钢和常规钢制能量耗散棒的抗震性能。
机译:高强度混凝土单键干接头剪切行为的数值分析具有预制混凝土节段桥梁的固定缺陷
机译:使用超高性能混凝土(UHPC)进行地震和非地震区连接预制帽梁以预制柱的新连接细节