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机译:考虑生命周期成本的基于性能的钢制抗弯框架多目标最优抗震改造方法
Department of Architectural Engineering, Yonsei University, 134 Shinchon-dong, Seoul 110-732, Republic of Korea,Center for Structural Health Care Technology in Buildings, Yonsei University, 134 Shinchon-dong, Seoul 110-732, Republic of Korea;
Chang Minwoo Structural Consultants, 605-8 Yeoksam-Dong, Seoul 135-907, Republic of Korea;
Department of Architectural Engineering, Yonsei University, 134 Shinchon-dong, Seoul 110-732, Republic of Korea,Center for Structural Health Care Technology in Buildings, Yonsei University, 134 Shinchon-dong, Seoul 110-732, Republic of Korea;
Department of Architecture, Catholic University of Daegu, 13-13 Hayang-ro, Hayang-eup, Gyeongsan-si, Gyeongbuk 712-702, Republic of Korea;
Center for Structural Health Care Technology in Buildings, Yonsei University, 134 Shinchon-dong, Seoul 110-732, Republic of Korea;
机译:考虑生命周期成本的抗弯钢框架基于性能的多目标最优抗震改造方法
机译:考虑生命周期成本的抗弯钢框架基于性能的多目标最优抗震改造方法
机译:考虑生命周期成本的基于性能的钢结构多目标优化设计
机译:使用标准和高级推送方法对刚度造成的多层抗钢框架的地震评价
机译:地震作用下半刚性连接钢框架基于性能的优化设计。
机译:基于碰撞体算法的基于性能的钢框架抗震设计
机译:耐久性时间方法应用均匀变形理论钢力矩抵抗框架优化地震设计
机译:抗弯矩钢框架的抗震力矩连接