介绍该工程的基础设计、上部结构设计、外张悬挑设计及不规则结构的抗震设计。
Here is the introduction of foundation design, superstructure design, out-stretching eaves design and anti-seism design of special-shape structure.
结构在地震作用下的损伤状况及其抵御破坏荷载的残余能力，是抗震优化设计和震后工程加固的重要依据。
Damaged condition and residual capability to resist failure load of a structure under seismic action are important for seismic optimum design and post-earthquake strengthening.
介绍核电工程防波堤的设计标准、结构选型、方案优化和有关波浪、抗震模型试验研究成果等。
The design standard for the breakwater of "Nuclear Power Plant", the structural selection, the optimization of the scheme and the anti-seismic model test results are mainly introduced in this paper.
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。
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.
研究表明，两种方法所得计算结果是基本一致的，从而，为桩基结构的抗震分析与工程设计提供了参考依据。
These numerical results and findings will offer instructive guideline for earthquake-resistant analysis and engineering design of the pile-supported structures in practice.
本文结合工程实例，介绍了多层砖混结构房屋扩建改造和抗震加固设计的几个具体方法。
Based on the sample, the methods on extension - reform and antiseismic strengthening design for existent masonry building in number of floors is introduced in this paper.
在提高结构的整体抗震性能时，运用新的抗震设计理念，为工程设计人员在今后的设计工作中提供了一些思路。
Taking improving the integral seismic performances of structure in consideration new idea is embodies in seismic design, which can be used as references by designers in the future.
砌体结构的抗震设计进展也始终为结构工程师所关注。
The aseismic design development of masonry structure is always concerned by engineers.
工程技术人员在建筑、结构设计过程中必须充分运用抗震概念设计的优化准则及其相应的构造措施，确保工程质量。
Engineers must make use of seismic conceptual design optimization and constructional detail in the design of engineering structure in order to assure engineering design quality.
本文结合工程实际重点阐述了转换结构的概念设计及空腹转换桁架设计要点和抗震措施。
Bade on the practical engineering, this paper mainly includes the concept design of the transfer structure, related engineering designs and seismic measures of the transfer with the open-web trussed.
本文以一个实际工程为例，对其进行了结构抗震可靠度分析和优化设计计算。
In this paper we take an actual project as example, did some research on the structure's seismic reliability analysis and optimization Design.
地震是一种突发性、毁灭性的自然灾害，所以在土木工程中抗震设计是结构设计的重要内容。
Earthquake is a sudden, devastating natural disaster, so, seismic design for the civil engineering structure is an important aspect of structural design.
地震区的工程结构要进行抗震设计，所以地震发生后结构的破坏情况与抗震标准有密切的关系。
The structures in earthquake regions should be designed with the seismic requirement, so the damage condition of structures is associated with the standard it relied on.
如何选择合适的工程结构抗震分析和设计方法一直是地震工程领域引人关注的重要问题。
How to select the adequate procedure for seismic analysis and design of structures is an essential problem in earthquake engineering field.
本研究揭示了地下地震动的一些工程特性，可以为地下工程结构的抗震设计提供参考依据。
This study not only revealed the engineering characteristics of sub-ground motions, but also provided criterion in determining the seismic design for embedded structures and pipelines.
通过设定适用于本工程的性能目标，采用基于性能的设计方法对结构进行了计算分析，采取了有针对性的抗震加强措施。
Suitable seismic performance target was set, calculation analysis was done with seismic performance design method, and strengthening measures were applied based on analysis results.
将动力计算结果与静力计算结果进行叠加，对进水塔结构抗震性能进行评估，结果显示进水塔结构的变形与强度均能满足要求，为工程设计提供了依据。
By the superposed results of dynamical and static calculations, the seismic security of the tower can be evaluated so as to supply reliable data for project designers.
在工程抗震设计中，上部结构嵌固位置的确定是设计的出发点，而同一结构单元的不等高嵌固问题长期困扰设计人员。
The solid end of the structure is the starting point of seismic design, and the structure with varied solid ends is a puzzled problem for engineers.
基于结构性能的抗震设计理论是90年代国际地震工程界提出的新概念，是抗震设计理念上的一次变革。
The theory of performance-based seismic design is a new concept in the world in 1990s. It is a revolution of the current seismic design procedures.
基于结构性能的抗震设计理论是90年代国际地震工程界提出的新概念，是抗震设计理念上的一次变革。
The theory of performance-based seismic design is a new concept in the world in 1990s. It is a revolution of the current seismic design procedures.
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