目前新西兰、日本、美国、欧洲等国家抗震设计都采用延性抗震设计理论。
A ductility theory is adopted in anti-seismic design specification of New Zealand, Japan, the United States and the Europe country.
同时又结合试验提出了延性与其影响因素的关系式，以期为以后的延性抗震设计提供理论依据。
The main factors to impact the ductility of SRHSHPC frame columns is theoretically analyzed, and is compared with their experimental results.
自1971年美国圣费南多地震爆发以后，结构延性抗震设计的概念在世界范围内广泛受到重视。
The concept of anti-seismic design based on structure's ductility has been worldwide accepted and paid much attention to since the San Femado seism in the United States in 1971.
试验表明，其延性性能是抗震设计中一个重要的因素。
The test results indicate that its ductility performance is an important factor in aseismatic design.
最后提出了延性约束钢筋混凝土短梁的抗震设计方法建议。
Finally, some recommendations on aseismic design of short ductile restrained reinforced concrete beam have been put forward.
从结构的目标位移和位移延性需求出发，使用该方法不需线性置换结构和迭代过程即可完成结构的抗震设计。
Considering the given target displacement and ductility demand, the seismic design can be done easily without linear elastic substitute structure and iterative procedures.
对于规则桥梁，可用简化的弹塑性地震反应分析方法进行延性抗震的设计和验算。
Regular Bridges' ductile earthquake-resistance design and checking calculation could be made by simplified analytic means of elastic-plastic earthquake response.
本文扼要地回顾了钢筋混凝土抗震延性结构确定性设计的基本原理。
A brief review is given of a deterministic design philosophy with respect to earthquake resisting ductile structures for reinforced concrete buildings.
对于复杂桥梁应用弹塑性时程分析的方法进行延性抗震的设计和验算。
Complex Bridges' ductile earthquake-resistance design and checking calculation could be made by the means of elastic-plastic temporal analysis.
通过上述系列分析研究，实现了抗震安全及整体稳定安全的双重延性性能化设计目标。
Through the above analysis, the objective of the double ductility performance design of the earthquake-resistance security and the overall stability security was realized.
在钢筋混凝土结构抗震设计中，“强剪弱弯”是保证结构延性的一个重要设计概念。
In aseismic design of reinforced concrete structures, "strong shear weak bending" is an important design conception to guarantee the ductibility of the structure.
目前，大多数国家的桥梁抗震设计规范已经采纳了延性抗震理论。
The ductility seismic theory has been written into overseas and inland seismic specifications for highway bridges.
本文通过对于高烈度地震区大跨度连续刚构桥在罕遇地震下的抗震分析，提供了一种有效的延性设计方法。
Through seismic analysis of large span continuous rigid frame bridge in intense earthquake area under rarely strong earthquake, this paper offers an effective ductility design method.
本文通过对于高烈度地震区大跨度连续刚构桥在罕遇地震下的抗震分析，提供了一种有效的延性设计方法。
Through seismic analysis of large span continuous rigid frame bridge in intense earthquake area under rarely strong earthquake, this paper offers an effective ductility design method.
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