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机译:基于可靠度的稳健性评估在抗震后级联事件下抗弯矩钢框架结构的应用
Dept. of Civil Engineering, Faculdade de Ciencias e Tecnologia, Universidade Nova de Lisboa, Quinta da Torre, 2829-516 Caparica, Portugal,School of Civil and Construction Engineering, Oregon State Univ., 101 Kearney Hall, Corvallis, OR 97331-3212;
School of Civil and Construction Engineering, Oregon State Univ., 101 Kearney Hall, Corvallis, OR 97331-3212;
Nottingham Transportation Engineering Center, Faculty of Engineering, Univ. of Nottingham, Nottingham NG7 2RD, U.K.;
Aftershock; Nonlinear dynamic analysis; Robustness; Seismic sequences; Structural Safety and Reliability;
机译:钢制抗弯框架不断恶化的可靠性评估
机译:基于可靠性和可靠性的钢力矩抵抗框架结构对极端动作的敏感性分析
机译:基于系统可靠性的抗弯支撑框架倒塌脆性评估
机译:简化评估柔性力矩抵抗钢框架结构的地震塌陷能力
机译:20层钢抗弯框架结构的地震倒塌评估。
机译:钢框架结构循环层间位移能力的估算及其在抗震设计中的应用
机译:基于可靠度的抗震框架抗震评估在主震后级联事件中的应用
机译:抗弯矩钢框架的抗震力矩连接