框剪结构

高层框剪结构在弹塑性变形阶段的内力分布，关系到整个结构体系的安全。

The internal force distribution of High-Rise Frame-Shear Wall Structure entering into elastic-plastic level , related to the safety of the entire structural system .

框剪结构综合了框架与剪力墙两者的优点，框架主要承受竖向荷载，而剪力墙主要承受水平荷载，两者分工明确，受力合理，取长补短，因而广泛应用于高层建筑中。

Frame-shear wall structure has both advantages of the frame structure and shear wall structure in that the frame structure bears the vertical loads , while the shear wall structure bears the horizontal loads , and it is widely used in high-rise buildings .

使用ANSYS建立了半刚性连接钢管混凝土框剪结构的有限元模型。

ANSYS is employed to model the semi-rigid concrete filled steel stub frame-shear wall structure .

ANSYS在半刚性连接钢管混凝土框剪结构设计中的应用

Application of ANSYS on Design Concrete Filled Steel Stub Frame-shear Wall Structure with Semi-rigid Connections

RC框剪结构合理损伤模式的控制条件。

The study on the conditions of controlling the damage modes of RC frame-shear wall structures .

本文以现有的基于能量抗震设计和结构损伤控制设计思想为基础，系统研究了基于能量抗震设计方法在钢筋混凝土框架剪力墙结构（RC框剪结构）中的应用。

The energy-based seismic design method for reinforced concrete ( RC ) frame-shear wall structures is studied based on the damage control philosophy .

通过算例对比分析，建议采用多阶振型等效组合的方法确定RC框剪结构的总耗能需求。

Among currently-available methods of determining the energy input and cumulative hysteretic energy , the modal combination method is recommended for RC frame-shear wall structures .

该模型适用于高度不超过50m且质量和刚度沿高度分布比较均匀的中高层框剪结构住宅。

The model is applicable for mass and stiffness distributed uniformity in the mid-highrise residential buildings . 3 .

本文将QR法和样条加权残数法结合起来，求解高层框剪结构的地震动力反应。

In this paper , QR method and spline weighted residual method are combined to solve seismic responses of tall frame-shear wall structures .

本文对这种非均匀的高层建筑平面结构在T-300微型机上进行了实例分析，算例包括实体剪力墙、联肢墙、框剪结构。

Some numerical examples of non-homogeneous plane structures are analyzed on T-300 microcomputers . They include shear wall , coupled shear wall and frame shear wall structures .

最后简要报道了2004年尝试采用内爆法成功拆除上海地区一幢68m高框剪结构大楼的工程实例。

Also shown was one of the blasting projects-a blasting demolition of a 68m , 16-storey frame and shear wall building , which was pulled off by implosion in Shanghai in 2004 .

本文采用改进的Novak桩基阻抗函数，根据子结构法的思想，对桩土高层框剪结构相互作用系统进行了动力分析，包括动力特性研究和地震响应计算。

In this paper , au interaction system of soil-pile-highrise wall-frame structure is analyzed by using the substructure method . The modified impedance function of pile foundation of Novak is used . The analysis includes studying dynamic properties of the system and computing response of the system to earthquake .

16层Y字形全框剪结构楼爆破拆除

Blasting demolition of a 16-storey Y-shape building in full frame-shear structure

考虑地基及楼板变形时框剪结构协同分析

Cooperating analysis of frame-shear wall structure considering ground and floor deformation

现浇框剪结构中若干钢筋构造问题的治理

Remedies of steel bar arrangement problems in cast-in-situ frame-shear wall structure

框剪结构的弹性楼板设计方法

The elastic floor in frame method and shear wall structure design

钢筋混凝土框剪结构非线性地震反应分析

Nonlinear dynamic seismic response of r / c frame-wall structure

浅谈框架、框剪结构模板工程的施工

A Brief Talk On Frame And Frame-Scissor Structure Template Engineering

变刚度框剪结构地震反应的层单元分析

Story Element Analysis Method to Earthquake Response of Frame-interrupted Shear Wall Structure

浅谈转换层高度对框剪结构设计受力的影响

Discussion on the converting storey height influences on frame-shear structure designed stress

影响高层框剪结构楼板刚性的参数

Parameters of affecting the floor rigidity of frame - shear wall structure

竹胶大模板在全现浇框剪结构中的应用

The Application Of Large Bamboo Plywood Form In All-cast-in-place Frame-shear Wall Structure

框剪结构抗震性能的改善

The Improvement of Seismic Characteristic of Reinforced Concrete Frame-shear Structure

11层框剪结构大厦控制爆破拆除

Demolition of an 11-STOREYED building with frame-shear wall structure by controlled blasting

高层建筑框剪结构清水混凝土施工技术

Construction technique of as-cast-finish concrete in high-rise building with frame-shear wall structure

一座框剪结构办公楼的隔震设计及探讨

Seismic Isolation Design and Research of a Frame-shear Wall Structure Office Building

7层框剪结构大楼的爆破拆除

Blasting demolition of a 7-STOREYED building with frame-shear wall structure

中高层框剪结构侧向力分布模式的研究

A Study on Lateral Load Pattern of High-Rising RC Structures

本文叙述了框剪结构中方案阶段的重要性。

This paper states essentiality of scheme phase in frame shearing structure .

框剪结构中框架部分抗震等级判定依据的讨论

Discussion on decision basis of frame aseismic grade of frame-shear wall structure