The effect factors on the parameter of torsional irregularity were analyzed. The conclusion provides theory basis to torsional resistance design of structures under earthquake.
对扭转不规则系数的主要影响因素进行了分析，为地震作用下结构的抗扭设计提供了理论依据。
It introduces the structure design of an 11-storey steel residence on 6 degree earthquake resistance, the selection of structure system and node construction of it.
介绍6度抗震设防下11层钢结构住宅的结构设计，对该工程的结构体系选用、节点构造作了一些研究工作。
Regular Bridges' ductile earthquake-resistance design and checking calculation could be made by simplified analytic means of elastic-plastic earthquake response.
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。
Reservoir-dam coupling vibration research, especially elasto-viscoplastic behavior research is a major content of dam earthquake-resistance analysis and is very important to engineering design.
库-坝的耦合振动研究一直是大坝抗震分析的重要内容，也是工程设计的重要依据。
At present, the earthquake-resistance design has become the key technical difficult point in the construction of extra-high arch Dam in the region with high earthquake intensity.
目前，抗震设计已成为高地震烈度区修建特高拱坝的控制性技术难点。
We deem it necessary to persist the conceptual design and the processing method of adaptation to local conditions in the earthquake-resistance protected.
认为地基的抗震设防应毫无疑问地坚持以概念设计为指导的思想，采取因地制宜的处理措施。
The earthquake resistance measures taken in design and construction of tunnels are pointed out, which are useful for design, construction and strengthening of tunnels in seismic regions.
依据定性方法，指出了隧道设计、施工应注意采取的抗震措施，为工程师在地震区隧道的设计、施工、加固等方面提供参考依据。
This paper put forward some earthquake resistance protection countermeasures of the self-established residence in villages from layout, design, management, and so on.
从规划、设计、管理等几方面提出了农村自建住宅的抗震设防措施。
Research on the basic theory and design principles of fire resistance, wind resistance and earthquake resistance in civil engineering and landslides, protective measures and prediction technology.
研究土木工程中的防火、防风、防震、滑坡等的基本原理，设计原理，防护措施及预测、预报技术。
Complex Bridges' ductile earthquake-resistance design and checking calculation could be made by the means of elastic-plastic temporal analysis.
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。
Through the above analysis, the objective of the double ductility performance design of the earthquake-resistance security and the overall stability security was realized.
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。
The numerical results reveal that a great horizontal force acting on the aqueduct body may occurred during strong earthquake. This action must be considered in seismic resistance design.
计算表明：强震时，流体对槽身可能会产生很大的横向水平力，建议在抗震设计时考虑这一作用因素。
The numerical results reveal that a great horizontal force acting on the aqueduct body may occurred during strong earthquake. This action must be considered in seismic resistance design.
计算表明：强震时，流体对槽身可能会产生很大的横向水平力，建议在抗震设计时考虑这一作用因素。
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