异形柱

本文首先利用ANSYS软件对一个七层异形柱框架住宅进行时程分析，研究异形柱框架结构整体在地震作用下模态、动力响应和位移反应以及结构的破坏形式。

The article uses a time-history analysis on a 7-floor specially shaped column frame structure by the software of ANSYS , and mainly studies the modal form , seismic action , displacement action and the failure mode of the frame as a whole under seismic loads .

异形柱节点受力机理与破坏形式浅析

The analysis of stress mechanism and failure modes of specially shaped column joints

ANSYS在异形柱框架结构受力性能分析上的仿真应用

The Emulational Application of ANSYS in Mechanical Behavior for Special-shaped Column Frame Structures

异形柱和CL结构体系与抗震安全

The Safety of Seismic Fortification about the Profiled-column and CL Structure System

SRC异形柱综合了钢与混凝土优点。

The advantages of steel and concrete are combined in SRC spacial-shaped column frame .

本文在Windows和Linux操作平台上分别开发了异形柱配筋计算软件。

In the paper , an analysis software for the reinforcement of the special & shaped columns is compiled under the Windows and the Linux .

最后进行了SRC异形柱的实用设计方法探讨。

Finally , an initial research about the practical designing method for SRC special-shaped columns is given .

运用有限元软件ANSYS，对大开间钢筋混凝土异形柱框架进行了动力特性和地震反应谱分析。

The dynamic characteristics and seismic response spectrum analysis of reinforced concrete frames with specially-shaped columns are discussed by using the general structural analysis software ANSYS .

节点作为SRC异形柱结构的核心部位，对保证框架整体具有良好的抗震性能十分关键。

The joints are the core parts of SRC special-shaped column frame . So better seismic performance is critical .

利用ANSYS有限元程序，对非对称T形截面桁架式型钢混凝土异形柱进行分析，研究桁架式型钢混凝土异形柱中型钢与混凝土的协同工作能力；

Unsymmetrical T-cross section trussed special-shaped steel reinforced concrete column was analyzed by ANSYS , in order to investigate the synergistic effect of shape steel and concrete .

由于SRC异形柱承载力高、抗震性能好，因此具有广阔的应用和发展空间。

As the SRC Column has high bearing capacity and good seismic performance , it has broad application and development .

采用ANSYS软件，对比研究了异形柱框架结构与矩形柱框架结构的动力特性及在水平地震作用下的弹性地震反应。

The dynamical characteristic and elastic seismic response of special-shaped column frame structure and rectangular column frame structure under horizontal earthquake action are contrastively analyzed through ANSYS program .

结构弹塑性静力分析（NSP）在宽肢异形柱结构设计中的应用

Application of Nonlinear Static Proceeding in Structural Design of Wide Flange Special-shaped Column Frame

目前对SRC异形柱的计算理论还在摸索阶段，有关承载力计算与设计方法目前还没有统一的国家标准，因此有必要对SRC异形柱进行深入地探讨研究。

At present , the calculation theory of SRC is still in its exploratory stage , the bearing capacity calculation methods and design method had no uniform national standards .

但由于2006年颁布的《混凝土异形柱结构技术规程》（JGJ149-2006）未将Z形柱列入，使结构设计人员在设计Z形柱时没有科学的参考依据。

However , in 2006 promulgated the " Technical Specification for Structural Concrete Columns "( JGJ 149-2006 ) is not included in the Z-shaped columns , so that when the design is not science in the design of reference .

并提出了利用单偏压荷载作用下SRC矩形柱的计算方法对双偏压荷载作用下的SRC异形柱的简化计算方法。

And put forward the simplified calculation method of the SRC special-shaped columns under double bias loads , which is according to the calculate method of normal SRC columns under single bias loads .

在有限元数值迭代法和叠加法的基础上，分析研究了SRC异形柱正截面承载力的计算方法。

On the basis of the finite element numerical iterative method and superposition method , The paper analysed and researched the calculative methods for bearing capacity of normal section of SRC special-shaped columns .

利用ANSYS进行模拟计算，对SRC异形柱正截面承载力不同的影响因素进行了探讨，总结得出一些规律，为以后工程设计提供依据。

By used the program ANSYS to simulate and calculate , the influences of different factors on the bearing capacity of SRC special-shaped columns were discussed , then summarized some rules to provide rationales for the future engineering design .

型钢混凝土（SRC）异形柱框架结构是一种新型的结构体系，它不仅具有普通异形柱结构的优点，而且具有较高的承载能力和较好的抗震性能。

Steel reinforced concrete ( SRC ) special-shaped column frame structure is a new kind of structural system , which has high bearing capacity , excellent seismic performance , and simultaneously the advantages of normal special-shaped column structure .

然后运用有限元程序ANSYS分析确定了异形柱柱肢参与抵抗扭矩的有效柱肢范围和对不同参数下抗扭构件的刚度进行评价。

The theory expression of transverse torsion member is derived . By the finite element procedure ANSYS , the effective range of the special-shaped column limb contributed to the torsion rigidity is confirmed and the rigidities of transverse torsion members are evaluated according to different factors .

本文分析了异形柱框架结构体系及CL结构体系的抗震性能，发现二者的抗震性能均较差，不适用于设防烈度为8度和小高层的房屋。

In this paper , the seismic capability of profiled-column frame structure system and CL structure system is analyzed . As a conclusion , the seismic capability of the two systems is poor and they are not adaptable for seismic fortification intensity 8 and tall buildings .

基于钢筋混凝土异形柱框架节点的试验结果，运用大型通用有限元软件ANSYS的二次开发语言APDL对T形截面柱节点进行非线性有限元分析，并与试验结果进行对比分析。

According to the test result of special-shaped column frame structures joints of reinforced concrete , large software ANSYS is used to develop the language APDL to do nonlinear finite element analysis of T-shaped column joints , whose results are compared with those of the experiment .

但这种结构体系大多以小开间（3.3m左右）为主，而对于经济效益较好、建筑功能更佳的大开间钢筋混凝土异形柱框架结构体系的研究较少。

But this kind of structure system mostly is small-bay room ( about 3.3m ), and research of the RC large-bay frame structure system with special-shaped columns is less , which has better function and better economic benefit .

钢筋混凝土异形柱结构性能研究与展望

Performance study and Prospect of reinforced concrete structure with special-shaped column

剪跨比对异形柱受力性能影响初探

The influence of shear-span ratio on the behavior of special-shaped columns

异形柱框架结构设计方法分析与参数控制

Design method and parameters control of Special shape column frame Structure

关于异形柱结构设计中常见问题的探讨

Treatment of Common Issues on Structural Design of Special - shape

钢筋混凝土异形柱在结构设计中的应用探讨

Analysis on application of reinforced concrete deformed column in structural design

平板&异形柱结构设计方法的研究

Research of Design Method for Flat Plate-Special & Shaped Column Structures

多层异形柱框架结构的抗震分析

Aseismatic Analysis of Multiple Storied Frame Structure with Special Typed Columns