Derived the orthogonality of the beam-column structure when the material of beam different from the material of column in structure.
针对此类梁-柱结构推导了梁和柱的材料不同时的正交性条件。
In the connection design of steel structure, the shear plate with high-strength bolt connection is extensively used at the flexible joint where the beam is connected to the weak axis of the column.
钢结构节点设计中，梁与柱弱轴方向的柔性连接常采用剪力板高强螺栓连接，螺栓群所承受的荷载有竖向力和偏心力矩。
Through careful design of architectural elements like beam, column and facade panel, the structure exposes itselfshowing the naturebeauty of the building.
通过对梁、柱、板等基本建筑元素的细节化处理，让结构直接呈现出建筑的本真之美。
Unadhesive prestressed converted deep beam of composite steel concrete column, is a new style structure which used in high building.
劲性混凝土柱无粘结预应力转换大梁，是应用在高层建筑的一种新型结构。
The numerical analyze results show that the core steel tube joint applied to concrete filled square steel tubular column and reinforced concrete beam have good mechanical property, and structure beh.
数值分析表明该节点用于方钢管混凝土柱与钢筋混凝土梁的节点，具有良好的性能且受力性能与在圆钢管混凝土结构中相似。
Base on the calculation of an example, suggestions on range of sideway ratio of stories up and down in transfer story of frame-core tube structure with column supporting transfer beam is obtained.
通过实例计算分析，给出了带托柱式转换梁的框架-核心筒结构的转换层上、下层间侧移角比的取值范围建议。
The design of aluminium panel and stone panel curtain wall structure consists mainly of aluminium panel design, stone panel design, beam design and column design.
铝板及石板幕墙结构设计主要包括铝板设计、石板设计、横梁设计以及立柱设计。
The beam-column connections have important effect on the popular of the new type structure.
作为一种应用前景广阔的新型结构形式，其梁柱连接直接影响这种新型结构的进一步推广。
Mezzanine structure is make up of steel column, floor beam, meal deck, etc.
楼层结构由框架柱、楼层梁、钢楼承板以及边模板等组成。
The beam joints of CFST (concrete filled steel tube) column are the key technique for the application of CFST structure.
钢管混凝土柱与梁的节点构造和受力分析是钢管混凝土柱结构推广应用的关键技术所在。
The general principle of frame shear wall structure design, selection of floor architecture, beam column layout, etc. are described.
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。
To overcome the shortcoming of common composite frame structure, the authors put forward a new type of frame structure system, steel-encased composite beam-steel reinforced concrete column.
为克服型钢混凝土柱-钢梁组合框架结构体系存在的缺点，提出了一种新型外包钢混凝土组合梁-型钢混凝土柱组合框架结构体系。
Setting the ring beam in masonry structure and constructional column is discussed shallowly in order to improve the earthquake resistant capability of the construction and extend operating life.
浅议砌体结构圈梁和构造柱的设置，从而提高了建筑物的抗震性能，延长其使用寿命。
The Single Input and Single Output(SISO)modal experiment and numerical simulation was used to study the dynamic behavior of a CFST column-H steel beam frame structure model.
方法利用单输入单输出（SISO）模态试验方法和数值模拟方法，对一榀钢管混凝土柱-H钢梁框架结构模型的动力特性进行测试分析。
Early masonry-concrete structure strengthening methods mainly fastens on ring beam and construction column and masonry strengthening with plaster splity.
早期砖混结构以圈梁构造柱和砖墙的钢筋网砂浆面层加固为主。
At present, the concrete filled steel-tubular structure has been used in many hight - building, but the CFST column connected beam have a lot of questions, need to study deeply.
钢管混凝土结构目前在高层结构中的应用越来越广，但是钢管混凝土柱与梁板的连接还存在着诸多问题，特别是钢管混凝土柱与梁连接的节点受力性能还需进一步研究。
The curved corridor has the structure function of old architecture, the steel structure beam column replaces the decayed wood in the old building, and makes the new and old grow together.
尚层装饰发现曲廊同时具有旧建筑的结构作用，廊的钢结构梁柱替换了局部旧建筑中腐朽的木材，使新与旧“长”在了一起。
The calculating elements and the calculating model of rib-column, rib-beam and retaining plate of the supporting structure are proposed in this paper.
提出了肋柱、肋梁和挡土板的计算单元划分以及计算模型的确定方法。
The design of cantilever beam, joist and battered column in the upper structure was introduced. The anti-float of deep foundation problem and baseplate and concrete external wall were introduced.
介绍了上部结构中挑梁、托梁和斜柱的设计措施，深基础抗浮及底板外墙的处理方法。
In the concepts mentioned above, the adjusting coefficient of moment capacity of column-to-beam is key to guide framework to come into being the structure of Strong column-to-Weak beam.
在上述思路中，梁柱抗弯承载力级差系数是引导框架结构形成强柱弱梁型有利耗能机构的关键设计措施。
In the concepts mentioned above, the adjusting coefficient of moment capacity of column-to-beam is key to guide framework to come into being the structure of Strong column-to-Weak beam.
在上述思路中，梁柱抗弯承载力级差系数是引导框架结构形成强柱弱梁型有利耗能机构的关键设计措施。
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