异形柱结构

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 .

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

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 .

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

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

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

异形柱结构受力分析与设计探讨

Discussion on Stress Analysis and Design of Special-shaped Column Structure

高层住宅异形柱结构与短肢剪力墙的设计探讨

Designing of Special-shaped Column Structure and Short Shearing Wall in High Building

异形柱结构在多维地震作用下的反应分析

Response Analysis of the Special-shaped Column Structure on Multi-dimensional Seismic

混凝土异形柱结构抗震设计中常见问题

Common Questions in Anti-seismic Design of Concrete Structures with Specially Shaped Columns

水平地震作用方向对异形柱结构整体分析的影响

Effect of seismic action directions on global analysis of structures with special-shaped columns

钢筋混凝土异形柱结构弹塑性动力分析与基于性能的抗震设计研究

Elasto-plastic Dynamical Analysis of RC Special-shaped Column Structure and Performance-Based Seismic Design Research

混凝土异形柱结构特点及其应用分析

Research on RC special-shaped column structure characteristics and application

近年来，异形柱结构体系在我国发展迅速，各种相关的结构形式层出不穷。

Recently , the special-shaped-column structural system has been developed very rapidly in China .

谈异形柱结构体系的设计

Design of structural system of deformed pile

抗震设防高烈度区异形柱结构设计应注意的两个问题

Two Important Questions About Structural Design of Special-shaped Columns in the High Earthquake Fortification Zones

近年来钢筋混凝土异形柱结构在全国得到广泛的应用。

The special-shaped reinforced concrete columns have been widely used in China in recent years .

目前，住宅领域中异形柱结构得应用已悄然升起。

Currently in the country , special-shaped column structure in the residential areas has been applied generally .

所以，对于异形柱结构体系的研究还处于发展阶段。

So the study on concrete structures with specially shaped columns is still at the development stage .

而研究的不足又在很大程度上制约了异形柱结构的推广应用。

However , lack of systematic study in this field limits its wide application to a large degree .

随着研究的深入，异形柱结构在工业及民用建筑中的应用将得到进一步推广。

With further research , special-shaped column structure will be widely used in the industrial and civil buildings .

节点是异形柱结构体系中非常重要而又比较薄弱的一个环节，国内外历次大地震的震害表明，它的破坏是引起建筑物破坏的主要原因之一。

The node is a very important and more weak link in the structural system of the special-shaped column .

研究为此类节点的工程应用和钢异形柱结构技术规程的编制提供依据。

This study can provide background for practical engineering application and design specification for steel structures with specially shaped columns .

钢筋混凝土异形柱结构近年来在建筑结构中得到广泛应用，取得了良好的社会效益和经济效益。

Reinforced concrete structures with special-shaped columns are widely used in building structures and have gained good social and economic benefits .

为聚丙烯纤维增强异形柱结构抗震性能提供了可靠的试验依据。

This paper offers a reliable experiment basis for the polypropylene fiber reinforcing the seismic behavior of the structure with specially-shaped columns .

根据工程材料用量的计算，分析了异形柱结构的综合效益。

According to the calculation of amount of engineering materials , analysis of the comprehensive benefit of structures with specially shaped columns .

有关异形柱结构的设计，需要结构设计人员根据经验，利用正确的概念来进行设计。

The design of special column structure needs to be done in terms of the designer 's correct design concept and experiences .

本文认为《混凝土异形柱结构技术规程》中节点翼缘对节点抗剪影响的规定是可行的。

The design regulation of the effect of the flange of joints in Technical Specification of Concrete Special Shaped Column Structure is feasible .

异形柱结构研究中的首要问题是异形柱的截面承载力，包括正截面承载力和斜截面承载力。

The primary problem in the special-shaped column structure is load carrying capacity of section , which Including the normal-section and oblique section .

对异形柱结构的试验研究已相当多，而对其弹塑性性能，尤其对其在大震作用下的抗震性能的理论研究尚显不足。

There is much test research about special-shaped column frame structure , but so lack about its elasto-plastic performance theory research in the strive earthquake .