Control analysis on the ratio of the first story and second story lateral stiffness for masonry building with frame structure at the first story;
房屋框架抗震墙与底层侧移刚度比控制分析
If the stiffness of the floor stab can be considered as rigid enough,the lateral stiffness of the correlative columns could be calculated directly using conventional D-value method.
如果考虑楼板的刚度足够大,利用传统的D值法可以直接计算出相关柱的侧移刚度。
It is complex to calculate accurately the lateral stiffness of shear walls of transitional story of masonry building with frame-wall structure at bottom story.
过渡层抗震墙侧移刚度的计算较复杂。
Based on interaction of filling wall and frame structure,the lateral rigidityof filling wall and frame structure has been analyzed under horizontalload and the influence extent of filling wall on dynamic characteristicof frame structure.
以填充墙与框架结构共同作用为机理,通过分析在水平力作用下各类填充墙-框架结构体系的层间侧移刚度,探讨填充墙对框架结构动力特性的影响程度。
The simplified formulas used to calculate the masonry structure lateral rigidity and internal force are presented.
提出确定底层框架砖房抗震墙数量的简化方法，对砖墙侧移刚度及内力分析提出了简化的实用计算公式。
This paper sums up the calculation methods and equations of lateral rigidity of brick wall and reinforced concrete wall in our country at present, relates the regulations of lateral rigidity calculation of wall with small opening.
本文总结了目前我国砖墙墙片和钢筋砼墙墙片的侧移刚度计算方法和计算公式,叙述了国内对小开洞墙片侧移刚度计算的规定。
Optimization of the lateral stiffness of shear wall in mid-highrise frame-shearwall structure with special-shaped columns;
中高层异形柱框—剪结构的剪力墙抗侧移刚度优化分析
Based on the stiffness matrix,the lateral stiffness of the column is presented.
推导了半刚性连接组合梁单元不考虑轴向变形和剪切变形的刚度方程,基于此刚度方程给出了框架柱的抗侧移刚度。
In this paper, based on the behavior of special-shaped column, the "story shear model" is built, the story lateral stiffness is deduced and compared with the rectangular column frame structure.
本文结合异形截面柱的受力性能,建立异形柱框架“剪切层模型”,导出了异形柱框架的抗侧移刚度公式,并和矩形柱框架的抗侧移刚度做了比较分析。
The requirements on wall layout are emphasized in lateral resisting stiffness calculation.
根据《建筑抗震设计新规范》提出的扭转规则性要求 ,对砌体结构的扭转计算方法进行了简述 ,并强调了在计算抗侧移刚度时对墙体的布置要求 ,提出方案设计时应考虑的因素 ,解决了砌体结构方案设计时抗扭转的问
This paper presents a series of modified beam-column linear-stiffness ratio coef-ficient α formulas ,based on anaysis of the horizontal lateral resisting stiffness of thousands of realframes.
通过对上千个框架的框架柱水平抗侧移刚度的分析，考虑实际框架各层各跨梁柱的实际变形对梁柱线刚比影响系数α及框架水平抗侧移刚度Ｄ值的影响，提出一系列便于计算机编程使用且较为精确的梁柱线刚比α的计算公式，修正了传统的Ｄ值法。
Based on a practical project,the items of assesmic design for two-story-frame-supported-masonry-structure are discussed which is located in the 7 intensity scope such as structure configuration,ratio of lateral stiffness,structural rules etc.
结合具体工程，利用最新研究成果，就七度区底部两层框架抗震墙砖房的结构布置、侧移刚度比、构造措施等，进行了探讨，对同类工程设计，有一定参考价值。
The ratio of lateral stiffness of shear wall to frame is a crucial index which should be taken into account in the design of frame supported shear wall structures.
梁式换层结构上、下侧移刚度比是此类结构设计中的重要控制指标,现行规范中的计算方法所得到的结果与有限元法得到的结果有较大的出入。
Analysis and Research of Temperature Effect in the Structure on the Condition of Different Side-displacement Rigidity;
不同侧移刚度条件下结构温度效应的分析研究
STORY SIDESWAY STIFFNESS OF SHEAR WALL IN REINFORCED CONCRETE STRUCTURES
钢筋混凝土结构中剪力墙的层间侧移刚度
The whole stiffness matrix of structural system is derived by condensation approach.
分析了结构运动方程,并采用缩聚法建立结构总侧移刚度。
Theory Study of Lateral Stiffness of Special-sharped Column and Application on Analysis of Frame Structure;
异形柱抗侧移刚度的理论研究及其在框架分析中的应用
Researches on Lateral Stiffness of Wall Segment and Seismic Analyses of Masonry Structures;
砌体结构层间墙体侧移刚度研究及结构抗震分析
EVALUATION OF LATERAL STIFFNESS RATIO OF COUPLING SHEAR WALL WITH FRAME TRANSFER STORY
带梁式转换层的联肢剪力墙结构的侧移刚度比计算
Analysis on effective length of column in semi-rigid jointed steel frames with lateral displacements;
有侧移半刚性连接钢框架柱计算长度的研究
Research on the Side Rigidity Matching Based on Improving the Vehicle Performance in Side Impact;
基于侧面碰撞安全性的车辆侧面刚度匹配研究
Optimal Analysis for Lateral Stiffness in Mid-highriseRC Frame Shearwall Structure with Special-shaped Columns;
中高层异形柱框剪结构抗侧刚度优化
Story Lateral Stiffness and Stability Analysis of Tilted Column Frame;
斜腿框架的层抗侧刚度及稳定性分析
Testing and Numerical Fitting of Cornering Stiffness of 7.50R20 14PR PW02 Tire
7.50R20 14PR PW02型轮胎侧偏刚度的试验与拟合
Lateral rigidity and shear resisting capacity of multi-ribbed composite wall
密肋复合墙板抗侧刚度及承载力研究
RELIABILITY ANALYSIS OF SEMI-RIGID STEEL FRAMES BASED ON PEAK DISPLACEMENT LIMITS
半刚性节点钢框架侧移限值的可靠性分析
Stability analysis of columns in sway and semi-rigid composite frames
有侧移半刚性连接组合框架柱的稳定分析
Study on Lateral Bearing Capacity and Lateral Stiffness of Prestressed Brick Walls;
集中式预应力砖墙的抗侧强度及抗侧刚度计算方法的研究
Influence of Mill Bilateral Stiffness Difference on Hot Rolled Wide Heavy Plate Thickness Deviation
轧机两侧刚度差异对热轧宽厚板两侧厚度偏差的影响
RESEARCH OF THE CURRENT AND DISPLACEMENT STIFFNESS CHARACTERISTIC OF AMB SYSTEM
电磁轴承系统的位移刚度和电流刚度特性研究
Influence of Bilateral Stiffness Difference of Wide Heavy Plate Mill on Thickness Deviation between Two Sides of Plate
宽厚板轧机两侧刚度差异对两侧板厚偏差的影响
