介绍框架-剪力墙结构设计中的一般原则、楼面体系的选用、框架梁柱布置等问题。
The general principle of frame shear wall structure design, selection of floor architecture, beam column layout, etc. are described.
体外预应力结构体系是指对布置于承载结构主跨本体之外的钢索施加预应力所形成的预应力结构体系。
The externally prestressed structural system means a prestressed structural system formed by prestressing cables arranged outside the structural element in its main span.
为钢结构住宅体系的结构选型提供依据，在抗侧力体系的布置、构件选用等方面提出了设计建议。
The gist for structure lectotype and design consults about the disposal of the lateral resistant system and the member of columns are given.
本文还探讨了无粘结预应力筋在结构体系中的作用以及布置问题，并对设计中应注意的几个问题提出了建议。
Finally this paper studies that prestressed with unbonded tendons plays the role in the concrete structure system, and some Suggestions of arrangement and designing method are taken into account.
本文提出了适用于非规则布置房屋结构隔震体系计算的层单元模型。
The storey element mode for irregular isolated structure is suggested in this paper.
当高层建筑下部楼层竖向结构体系或形式与上部楼层差异较大时，就必须在结构改变的楼层布置转换层结构。
The transfer layer structure must be set on the structure-changed floor when the upright structural system or form between the lower floors and upper ones of high-rise building are quite different.
计算结果表明，在隔震建筑中，上部结构采用框架结构体系，可以实现平面布置灵活，工程造价相对较低，且隔震效果仍然明显。
The result of this example indicate that if the frame system is adopted, the flexible disposal of isolated building , the isolation effectiveness and the lower cost can be achieved.
以刚性和柔性结构组合而成的杂交空间结构体系以其灵活的结构布置、良好的受力性能和富于建筑表现力而在现代大跨度建筑中得到日益广泛的应用。
As a hybrid spatial structure combined with rigid and flexible components, it is widely applied for its various arrangement and beautiful shape with great mechanical ability.
基于遗传算法，以结构的总应变能作为优化目标函数，基于改进的遗传算法，提出了一种用于确定空间钢结构临时支撑体系布置方案的优化算法。
Based on improved Genetic Alogrothm, a method to optimize the falsework layout of spatial steel structure is present with structure strain energy as object function.
介绍了其屋盖结构体系的布置特点，对预应力施加方法的确定、预应力施加过程中结构的变形、重要构件的内力进行了分析，并对预应力施加过程的监测数据进行了分析。
The structure layout was introduced. Analysis was carried out on the key issues, such as cable prestress value, force and deformation calculation and construction process of monitoring data.
异型系杆拱桥是我国学者提出的一种新型桥梁结构体系，其吊杆全部按一定斜率斜向布置，形成偏态的拱轴线。
The special-shaped tied-arch bridge becomes a popular bridge type with the priority to be selected owing to its novel and aesthetic appearance.
异型系杆拱桥是我国学者提出的一种新型桥梁结构体系，其吊杆全部按一定斜率斜向布置，形成偏态的拱轴线。
The special-shaped tied-arch bridge becomes a popular bridge type with the priority to be selected owing to its novel and aesthetic appearance.
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