此结构结合型钢混凝土结构和钢管混凝土结构的优点。
This structure integrates the advantage of the concrete structure of section steel and the concrete filled steel tubes structure.
因此，型钢混凝土结构被国内外建筑工程广泛应用和研究。
Therefore, a steel reinforced concrete structure by home and abroad widespread application and construction projects.
摘要：随着型钢混凝土结构、钢管混凝土结构的广泛采用，建筑造型更加丰富。
Abstract: With the widely use of steel reinforced concrete structures and concrete filled steel tube structures, architectural styles become more rich.
本文的主要研究内容是型钢混凝土结构和无粘结预应力混凝土结构的抗震性能和设计理论。
The main contents of this thesis are the aseismatic performance and design theory of steel reinforced concrete structures and unbonded prestressed concrete structures.
旨在得出对型钢混凝土结构抗火设计有指导意义的成果，并为进行更深入的研究打下基础。
The distributing circumstance of thermal field of SRC columns and its impact factors were researched in this thesis.
型钢混凝土结构(SRC)正越来越多地应用于现代建筑结构，特别是复杂高层建筑结构之中。
Steel Reinforce Concrete (SRC) is applied increasingly to the structure of modern architecture, especially those complicated high-rise architectural structures.
一般情况下普通的型钢混凝土结构就能解决此题目，但对于超高、大跨、重型结构则采用型钢高强高性能混凝土更能满足在承载力和延性方面的要求。
In normal cases, steel reinforced concrete structure is able to resolve this problem, but sometimes it is necessary to use SRHSHPC to meet bearing capacity and ductility requirements.
主要负责大型钢结构和混凝土工程商务谈判，负责与有实力大型设计院合作，共同为客户制定合理的设计方案。
Business negotiation of large-scale steel structure and concrete engineering, in charge of cooperation with large designing institute with strength and making right design schemes for clients.
提出了一种带腋撑的新型钢筋混凝土(含预应力混凝土)框架结构。
A new kind of reinforced concrete (including prestressed concrete) frame structure with diagonal member is put forward.
型钢混凝土(src)梁式转换结构是一种新的转换形式。
Transfer structure of solid reinforced concrete (SRC) beams is a new transfer type.
深圳华融大厦的框架筒体结构采用型钢混凝土混合结构框架，可以解决跨度大、梁高受限的问题。
The steel reinforced concrete composite frame structure is chosen in the structural design of Shenzhen Huarong Mansion, because some beams are too long and the height of beams are limited.
型钢混凝土转换框架结构是一种新型的结构形式，国内外学者对它的受力特性进行了一定的试验研究和理论探索。
For steel reinforced concrete (SRC) transferring frame as a new type of structure, some experimental and theoretical studies have been carried out by some scholars at home and abroad.
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。
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.
塔体由椭圆型钢结构外筒和混凝土核芯筒以及连接这两者的钢-混凝土组合结构楼面组成。
The tower structure comprises an external steel frame, an elliptical concrete core and steel-framed floors between them.
首先，分析了型钢与混凝土之间的粘结机理，并与普通钢筋混凝土结构进行了比较。
At first, the bond mechanism between shape steel and concrete compared with that of normal reinforced concrete is analysed.
针对“回”字型钢筋混凝土整体框架结构的复杂特点，采用了切割分块、网路式封闭起爆网路、整体防护等有效技术手段。
According to its special structure, some useful ideas, such as cutting the whole into sections, the closed net initiating network, and overall protection are adopted.
从工程结构特点出发，介绍对曲面清水混凝土及空间异型钢结构施工进行选点、定位、复测。
From the engineering construction the characteristics set out, to curved face clear water concrete and space type steel the construction construction proceeds to chooses to order, fixed position.
提出了一种新型外包钢混凝土组合结构形式，即外包H型钢混凝土组合柱。
A new style of encased steel concrete composite structure was presented, which is called encased H-shaped steel concrete composite columns.
提出了一种新型钢砼组合结构——钢箱砼组合受弯构件，该构件由钢箱梁，钢筋混凝土梁及pbh剪力连接件组合。
A new steel-concrete composite structure was proposed which composed of steel box beam, PC beam and PBH Shear connection.
另外还运用有限元程序ANSYS对预应力抗裂措施下的大型钢筋混凝土水池池壁类结构形式进行了仿真计算分析。
In addition, it analyses the crack resistance of the walls of huge reinforced concrete cylindrical tanks under prestressed measures by finite element analysis software of ANSYS.
在试验的基础上，本文建立了型钢混凝土剪力墙恢复力骨架曲线的数学模型，为分析高层结构的非线性地震反应分析提供了基础数据。
Then on the basis of experiment, a restoring force model of reversal skeleton curve of SRC wall was built, and this model can be used in nonlinear seismic analysis of SRC structures.
基于这一点，本文考虑了型钢混凝土构件配钢率变化这一因素，采用时程分析法对型钢混凝土框架结构进行了地震响应分析。论文的主要工作有以下部分。
Based on the reason, this paper USES time-history method to deal with the dynamic seismic analysis of SRC frame in consideration of the varying of shaped steel ratio.
然而，目前，国内外学者对预应力型钢混凝土梁的试验研究尚还不多，因此，就阻碍了此种结构形式在实际工程中的广泛应用。
However, there have been only fewer studies on the PSRC beam until now, and result in the application of the PSRC beam is hold up.
内置H型钢混凝土组合结构是实现套建增层的结构设计形式之一。
Prestressed composite concrete beam with encased H-steel is one of the structural design forms for the outer-jacketing structure for adding story.
型钢与混凝土的粘结是保证钢混凝土组合结构构件正常工作的基础。
The bond between steel and reinforced concrete is a fundamental factor to ensure the workability of steel reinforced concrete composite structures and members.
在一个四层大比例模型钢筋混凝土框架的振动台试验中，发现该模型框架结构具有很强的水平变形能力。
The shaking table test of a 4-story large-scale reinforced concrete model frame indicated that the model structure has abundant capacity of lateral seismic deformation.
压型钢板-混凝土组合楼板是一种组合结构，能充分利用钢材的耐拉和混凝土的耐压特性。
The load carrying capacities of steel deck concrete composite slabs are governed by the longitudinal shear strength.
压型钢板-混凝土组合楼板是一种组合结构，能充分利用钢材的耐拉和混凝土的耐压特性。
The load carrying capacities of steel deck concrete composite slabs are governed by the longitudinal shear strength.
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