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- Influence analysis of damping on constant- ductility seismic resistance spectra for seismic design of structures 阻尼对工程结构等延性地震抗力谱的影响分析
- ductility seismic design 延性抗震
- In comparison with conventional framing systems, EBFs meet two basic criteria of seismic design: high stiffness at working load levels and large ductility at rare overloads. 和传统的框架结构体系相比较,偏心支撑框架体系要满足两条基本的抗震设计标准:一是正常工作下具有足够大的刚度,二是在破坏荷载下具有良好的延性和耗能能力。
- Seismic design of reinforced concrete and masonry buildings II. 钢筋混凝土和砌体结构的抗震设计2。
- Conventional seismic design is based on the rigid foundation assumption. 常规的抗震设计都是基于刚性地基的假定。
- A comparison table is made for API, CNS/ JIS, GB seismic design standards, and how to apply to the Taiwan area. 此外本文亦概要比较了当前各国(PI、NS/IS、B)震设计标准的内容，以及应用在台湾地区的使用方法。
- A comparison table is made for API, CNS/JIS, GB seismic design standards, and how to apply to the Taiwan area. 此外本文亦概要比较了目前各国(API、CNS/JIS、GB)耐震设计标准的内容，以及应用在台湾地区的使用方法。
- The seismic intensity ratifies according to jurisdiction regulated by the state as a criterion of local seismic design. 按国家规定的权限批准作为一个地区抗震设防依据的地震烈度。
- ductility seismic fortification measures 延性抗震设计措施
- E.Rosenblueth,Optimum seismic Design of Linear shear Buidings[J]. J.Struct.div.ASCE.1976 STS,May. 王光远.;剪切型多层框架抗震设计的最优刚度分析[J]
- Priestley, M.J.N., Seible, F., and Calvi, M.（1996）, Seismic Design and Retrofit of Bridges, New York: Wiley &Sons. 台湾省结构工程技师公会（2003），钢筋混凝土建筑物耐震能力评估手册，台北：科技图书。
- Priestley, M. J. N., Seible, F., and Calvi, G. M., "Seismic Design and Retrofit of Bridges", Jonh Wiley &Sons, New York, 1996. 范立础、卓卫东，“桥梁延性抗震设计”，人民交通出版社，北京，2001。
- How to control the torsional response of structures under earthquake action is a problem frequently occurred in seismic design. 摘要如何控制结构在地震作用下的扭转作用是结构抗震设计中经常遇到的问题。
- There is a contrast between seismic design code of different countries because of economic condition and seismic fortification. 由经济条件和抗震设防思想存在差异,各国抗震设计规范中的规定也不尽相同。
- Paulay, T., and Priestley, M.J.N., Seismic Design of Reinforced Concrete and Masonry Buildings, John Wiley &Sons, New York, pp. 68-79 (1992). 蔡万来;921集集大地震建筑物破坏分析与对策;詹式书局;台北;第150-189页(2000).
- Caltrans, “Seismic Design Criteria v1.2”, California Department of Transportation, Sacramento, California, December, 2001. 交通部，公路桥梁设计规范，幼狮文化事业公司，台湾台北，民国76年。
- M.J.N.Priestley, F.Seible, and G.M.Calvi, “Seismic Design and Retrofit of Bridges,” John Wiley &Sons, Inc., New York, 1995. 交通部台湾区国道高速公路局，“国道中山高速公路桥梁耐震分析评估及补强设计原则”，89年9月。
- The natural frequency is an important parameter of building, it reflects the structural dynamic feature and lays the foundation of seismic design. 频率是结构固有的重要参数，它反映了结构的动力特性，也是结构抗震设计的重要基础。
- Priestely, M.J., Seible, F., and Calvi, G. M., Seismic Design and Retrofit of Bridges , John Wiely and Sons, Inc., 1996. 交通部，”桥梁耐震补强准则(期末报告)”，计画主持人：黄震兴，协同主持人：张国镇、罗俊雄、李有丰、杨岳勋、叶启辉，1998年9月。
- The importance of seismic design of nonstructural components and equipment in buildings has grown increasingly in China. 随着我国高层建筑的发展，非结构构件和设备的抗震设计的重要性日益显著。
