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The frame-supported shear wall structure is a combination of frame and shear wall.

框支剪力墙结构体系是将框架结构和剪力墙结构相结合的产物。

The interface shearing force's differential equations were established based on various principle, in which the energy of strain for concrete flange plate and cold formed steel U section beam and shear connector are calculated.

分别计算混凝土板、剪力连接件、U型钢的应变能,利用变分原理建立冷弯U型钢与混凝土组合梁的界面剪力微分方程。

The article aims to study the interface shearing force regularity of the steel and concrete composite beams with cold formed steel U section with a new method to build calculation formulas of interface shearing force with symmetrical concentrated loads and uniformly distributed load.

目的 采用一种新方法建立冷弯U型钢与混凝土组合梁的界面剪力计算公式,研究冷弯U型钢与混凝土界面剪力分布规律。

It was also found that the sheathings of wall performed as an entire unit to against the shear force when the horizontal displacement of wall is small.

从实验观察及应力分析中发现,外覆材在横向位移不大时以整体构面方式进行抵抗剪力的变形,但当横向位移大到螺丝产生变形与错动时,则转为各单片外覆材的变形情况以进行抗剪力之行为。

Both are simplified as an equivalent frame-shear wall structure with multiple link bars.

文中采用简化为等代框架-剪力墙的多连杆计算图式,给出在顶端集中、均布、倒三角分布的水平荷载作用下内力、位移的计算公式;并对十二层以下的板柱-剪力墙结构,编制出内力位移计算用表。

A three-span continuous curved box girder bridge model was made to meet the specific requirements of the research work of this paper.

制作了一个三跨混凝土曲线箱梁桥模型,基于合理的试验流程安排,进行多工况下的普通连续曲线箱梁桥和整体式桥台连续曲线箱梁桥的剪力滞效应试验,得到两种桥型在试验工况下的剪力滞系数。

Test invariables including the height,the width and the length of shear key,appending coarse-sand-coating and concrete compressive strength were considered.

结果剪力键长度、附加砂粒增强和混凝土强度等因素对FRP板与混凝土间平均粘结强度有显著影响,而剪力键高度和宽度的变化影响较小。

In this paper,the construction program,kernel and notice proceeding are expatiated based on the characteristics of residential system of shearing force wall of heat preservation.

本文根据保温模块剪力墙住宅体系的特点,设计了保温模块剪力墙住宅体系的施工程序,并对各个施工环节的施工要点和施工注意事项进行了阐述。

The applicability of calculation formulas of interface shearing force needs experiment to test and verify in the future.

连接体刚度与钢板厚度是影响冷弯U型钢与混凝土组合梁界面剪力的重要因素,界面剪力理论计算公式适用性需要试验进一步验证。

Based on series of models, the dynamic characteristics of frame-shear wall structure with variable shear wall stiffness are studied.

通过计算大量的算例模型,研究了不同的剪力墙刚度对高层框架-剪力墙结构动力特性的影响。

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