1、

The Optimum Design of Aseismic Structures

抗震结构的优化设计

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2、

Simplified fragility analysis methods for optimal protection level decision-making and minimum life-cycle cost design of aseismic structures

抗震结构最优设防水平决策与全寿命优化设计的简化易损性分析方法

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3、

Considering the fuzzy probabilities of the seismic damage levels, a macroscopic method is developed for aseismic structures.

然后,给出了单体结构地震破坏的宏观模糊概率分析方法;最后,提出了单体结构最优地震设防水准基于损伤性能的决策方法。

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4、

The concept and ideology about the multiple flexible story control of aseismic structures are tentatively expounded in this paper.

本文初步阐述了抗震结构多柔性层控制的基本概念和思想。

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5、

Researches on new methods of aseismic design of structures based on energy concept

基于结构能量分析的抗震设计新方法的研究

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6、

Analysis of the aseismic design principle of brick concrete structures

砖混结构房屋抗震设防策略分析

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7、

A Brief Discussion on the Basic Principle of Aseismic Design of Building Structures

试论建筑结构抗震设计的基本原则

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8、

Limit states and target performances of structures in aseismic design

抗震设计中结构的极限状态与性能目标

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9、

The structural influencing coefficient is very important in aseismic design for steel structures.

在钢结构抗震设计中,结构影响系数的取值是至关重要的。

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10、

To accomplish this goal, ASCE Structural Engineering Institute ( SEI) committee has worked to develop a manual of engineering practice entitled" Reliabil-ity-Based Design of Utility Pole Structures"( RBD).

为实现这一目标,ASCE的结构工程学会(SEI)推出一套电杆工程实用手册&基于可靠性的电杆结构设计标准(RBD)。

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11、

The requirements for allowable stress design of masonry were retained and strength design provisions were first included in the American Building Code Requirements for Masonry Structures ( ACI 530-02/ ASCE 5-02/ TMS 402-02) in the 2002 edition.

美国砌体结构建筑规范(ACI530~02/ASCE5-02/TMS402-02),2002年规范修订版在容许应力设计原理的基础上,首次给出了砌体结构强度设计准则规定。

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12、

On this basis, triaxial cyclic loading and unloading tests of argillite with obviously bedded structures are designed and completed.

在此基础上,设计并完成具有明显层理状结构的泥质板岩的三轴循环加卸载试验。

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13、

Characteristics of Pore Structures of Paleogene-Neogene Argillaceous Rocks in the Jiyang Depression

济阳坳陷古近系&新近系泥岩孔隙结构特征

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14、

The stability is the key problem in the area of cold-formed steel structures. Although the design standards in different countries are not the exactly same, most of them are compiled around the stability problem.

稳定问题是冷弯薄壁型钢结构领域的核心问题,各国的设计规范虽不尽相同,但大多都是围绕着稳定问题来编制的。

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15、

The stability is always the key problem in the area of cold-formed thin-walled steel structures.

稳定问题一直是冷弯薄壁型钢结构研究的重点。

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16、
17、

The large-span steel spatial arch truss, as a kind of large spatial structures, is widely designed for the main stress system of large-scale public buildings.

大跨度空间钢管拱桁架作为一种大跨空间结构,常被设计为大型公共建筑的主要受力体系。

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18、

Compared with the accustomed single-layer reticulated shells, Tianshan Rice Cube reticulated shell roof adopts compound structures which combines the single-layer reticulated shell and suspend arch truss together.

与传统单一的单层网壳相比,天山米立方屋盖网壳结构在结构形式上采用单层网壳与弦支拱桁架所复合的弦支拱桁架-单层网壳复合结构。

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19、

Earthquake forces acting on appurtenant structures of dams

坝上附属建筑物的地震荷载

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20、

The antiseismic calculation method for appurtenant structures on dam proposed by the analysis not only has certain theoretical basis, but also is economic, simple and convenient, which is favourable to practical application.

在分析中提出的坝上附属建筑物的抗震计算方法,既有一定的理论基础,又经济简便,有利于实际应用。

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