Research of Mechanical Property on High-Rise Building Shear Wall-Influence of Border Concealed Column Toward Shear Wall Stiffness

2011 ◽  
Vol 243-249 ◽  
pp. 274-278
Author(s):  
Xin Hui Zhao ◽  
Jin Li
Keyword(s):  
Finite Element ◽  
Shear Wall ◽  
Analysis Procedure ◽  
Wall Structure ◽  
The Finite Element Method ◽  
Element Analysis ◽  
High Rise ◽  
Modeling Analysis ◽  
Wall Stiffness ◽  
Set Up

This article is probed into on the issue that the influence of border concealed column toward shear wall stiffness. Charge example indicates finite element that this text set up calculate model is acceptable. It is used the finite element method basic theory to compile finite element analysis procedure with four points rectangles unit to solve this problem. It can calculate the shear wall with concealed column’s displacement under the wind load to check the result it whether can be satisfied the design request. Using this procedure, this article carries on the finite element modeling analysis on a ten-floor building shear wall structure system. The procedure’s result and the software of ANSYS’s result tallies well, and it also be compared with the simplification computation’s result.

Analysis on the Ductility Performance of Reinforced Concrete Coupling Beams in Shear Wall Structure

2013 ◽  
Vol 788 ◽  
pp. 538-541
Author(s):  
Peng Zhang ◽  
Fu Ma
Keyword(s):  
Finite Element Analysis ◽  
Finite Element ◽  
Reinforced Concrete ◽  
Concrete Strength ◽  
Shear Wall ◽  
Wall Structure ◽  
Coupling Beam ◽  
Coupling Beams ◽  
Element Analysis ◽  
Reinforcement Scheme

Coupling beam, the first line resisting earthquake, is directly related to the overall performance of the shear wall structure. Using the large general finite element analysis software ANSYS, the coupling beam span-depth ratio is 2~3 different reinforcement scheme in finite element analysis. Analysis on the ductility performance of reinforced concrete coupling beams in shear wall structure in three fields: the concrete strength grade, the longitudinal reinforcement ratio and the stirrup ratio, provides a basis for the design of the structure and to provide a reference for similar studies.

Seismic Performance Analysis under Different Conditions of Location for Shear Wall Frame Shear Structure

2013 ◽  
Vol 477-478 ◽  
pp. 784-787
Author(s):  
Yi Zhen Yang ◽  
Hong Gan
Keyword(s):  
Seismic Performance ◽  
Shear Wall ◽  
Structure Design ◽  
Wall Structure ◽  
Lateral Stiffness ◽  
Structure Form ◽  
High Rise ◽  
Wall Stiffness ◽  
Shear Structure ◽  
Structure Research

Frame shear wall structure as a high-rise building one of the most widely used structure form, has good seismic performance and high bearing capacity, the frame shear wall structure research focused on the study of shear wall quantity more, pay attention to consider shear wall quantity and the intrinsic relationships between shear wall lateral stiffness and to seek the optimal design of shear wall stiffness, ignores the position of the shear wall, on the whole architecture of the influence of lateral stiffness, and can go, is set the location of the shear wall is difficult to study, this article will focus on the research of location of shear wall structure seismic performance, provide reference for the future of this kind of structure design.

scholarly journals Changes in the stiffness of load-bearing elements of a high-rise building and inclinometer data based on finite element analysis

2021 ◽  
Vol 263 ◽  
pp. 02023
Author(s):  
Alexey Plotnikov ◽  
Mikhail Ivanov
Keyword(s):  
Finite Element Method ◽  
Finite Element ◽  
Reinforced Concrete ◽  
Automatic Monitoring ◽  
Physical Parameters ◽  
The Finite Element Method ◽  
Element Analysis ◽  
Reinforcing Bar ◽  
High Rise ◽  
Element Method

The use of monitoring techniques during the operation of a building contributes to the study of the stress-strain state of both known and newly developed structural systems. The article discusses the effect of reducing the bending stiffness of reinforced concrete crossbars of high-rise buildings on the overall deformability, which can be monitored by changing the angles of rotation at characteristic points. For the introduction into the model of the calculation based on finite elements of the physical parameters of the stiffness of reinforced concrete bending elements, the function of the change in the shoulder of a pair of forces in the section during the opening of normal cracks is given. Empirical data on changes in the stress unevenness coefficient along the length of the reinforcing bar are used. The calculation is based on the diagrammatic method. The data on the accumulated experience of measuring the angles of rotation of a building with automatic monitoring of buildings are presented. Using the finite element method, the systems were simulated with a decrease in stiffness to 0.4 from the initial one. It is shown that it is possible to select a range of sensors - angle meters - inclinometers. It has been determined that the angle of rotation can be changed up to 1.6 times. The corresponding ranges are defined for two types of frameworks: frame and frame-braced. The nature of the change in the overall stiffness of the building frame as a result of reducing the stiffness of the crossbars is shown. Calculation models based on the finite element method determined the deformation limits of the entire frame as a whole.

Beam Frame Supported Shear Wall Structure Based on the ANSYS Finite Element Static Analysis of Beam-Type Transfer Floor

2013 ◽  
Vol 788 ◽  
pp. 508-510
Author(s):  
Xing Hua Cheng ◽  
Fu Ma
Keyword(s):  
Finite Element ◽  
Large Scale ◽  
Simulation Analysis ◽  
Great Influence ◽  
Shear Wall ◽  
Wall Structure ◽  
Element Analysis ◽  
Nonlinear Simulation ◽  
Beam Type ◽  
Beam Frame

This article research frame supported shear wall structure Beam-type Transfer layer at the supporting wall (across full) shape and the supporting column two structure forms, in the same form of vertical uniformly distributed load, the stress distribution variation trend and characteristics of the analyzed and discussed. Using large-scale finite element analysis software ANSYS to two different Beam-type Transfer structure of the nonlinear simulation analysis, combined with the stress nephogram of X to the analysis of two kinds of structure forms of the transfer beam and upper wall and the frame work characteristics [. The results of the study show that: In terms of the vertical stress, wall shape across the full shear wall in the stress of the beam structure performance is better, Column will produce large stress in the beam. Shear wall and stress of the transfer beam work together to transform beam has a great influence.

Finite Element Analysis of Large Space Shear Wall Structure

2012 ◽  
Vol 549 ◽  
pp. 807-811
Author(s):  
Li Jian Zhou ◽  
Ming Kang Shan ◽  
Jin Zhou He ◽  
Yuan Gang Fan
Keyword(s):  
Finite Element ◽  
Shear Walls ◽  
Shear Wall ◽  
Practical Significance ◽  
Wall Structure ◽  
Response Analysis ◽  
Large Space ◽  
Element Analysis ◽  
Finite Element Software ◽  
Different Thickness

Established three-dimensional calculation model of three large space shear wall structures of different thickness, using finite element software ANSYS to calculate the seismic response analysis of these models,obtained time-displacement curves and stress distribution under earthquake structures of three large space shear walls of different thickness, and its comparative analysis; shows practical significance of large space shear wall structure.

Vulnerability Analysis of Small High-Rise Shear Wall Buildings

2011 ◽  
Vol 255-260 ◽  
pp. 416-420
Author(s):  
Jian Zhu ◽  
Ping Tan
Keyword(s):  
Response Spectrum ◽  
Damping Ratio ◽  
Element Model ◽  
Shear Wall ◽  
Western China ◽  
Wall Structure ◽  
Seismic Reliability ◽  
High Rise ◽  
Fiber Wall ◽  
Set Up

In order to evaluate seismic reliability and vulnerability of the typical small high-rise shear wall buildings in Western China region, the sample finite element analytical small high-rise shear wall structure has been built in considering of fiber element model and fiber wall element model. Meantime stochastic response spectrum of accelerations with 5% damping ratio have being set up based on China Seismic Code as input seismic excitation, dynamic history analysis was being used to determine earthquake resistant capability of sample structures. Vulnerability curves of four performance levels are also be drawn after carefully analysis based PGA index.

scholarly journals The stress analysis of a shear wall with matrix displacement method using rectangular finite element

2021 ◽  
Vol 4 (1) ◽  
pp. 18-27
Author(s):  
Mustafa Ergün ◽  
Şevket Ateş
Keyword(s):  
Finite Element ◽  
Stress Analysis ◽  
Plane Stress ◽  
Shear Wall ◽  
Element Formulation ◽  
The Finite Element Method ◽  
Displacement Method ◽  
Element Analysis ◽  
The Matrix ◽  
Characteristic Features

The aim in this study is to numerically present some characteristic features of the rectangular finite element using the matrix displacement method and to show the utility of this element in plane stress problems compared to the finite element method. The paper consisted of three parts. In the first part, all of the finite element formulation steps from choosing the convenient coordinate system to creating element stiffness matrix are presented respectively. In the second part of the study, a static finite element analysis of the shear wall is also made by ANSYS Mechanical APDL. In the final part, the results (displacements, strains and stresses) obtained from the previous parts are compared with each other by the help of tables and graphics. The results show that this method is effective and preferable for the stress analysis of shell structures. Further studies should be conducted in order to indicate the efficiency of the matrix displacement method for the solution of different types of plane stress problems using different finite elements.

Experimental and Theoretical Studies On High-Rise Building Structure With New Special-Shaped Shear Walls

2014 ◽  
Vol 578-579 ◽  
pp. 550-554
Author(s):  
Jian Xin Liu ◽  
Pei Li ◽  
Jie Shen ◽  
Mei Chun Zhu
Keyword(s):  
Shear Walls ◽  
Shear Wall ◽  
Experimental Results ◽  
Wall Structure ◽  
Building Structure ◽  
Concept Design ◽  
Element Analysis ◽  
High Rise ◽  
High Rise Building ◽  
Hydraulic Servo

On the basis of concept design that involves both structural and architectural performance, this paper puts forward a new reinforced concrete high-rise building structure with a new special-shaped shear walls, presents an experimental study of the seismic performance of the new special-shaped shear walls under low reversed cyclic loading using MTS electro hydraulic servo system. Compared with experimental results, a finite element analysis on this special-shaped shear wall structure, which considers the nonlinearity of concrete structure, is found suitable. It shows that the experimental results fairly confirms to the calculated values, which indicates that this new structure has advantages as good architectural function, big effective space, high overall lateral stiffness, fine ductility, advanced seismic behavior, etc.. That is, the close agreement between the theoretical and experimental results indicates the proposed shear wall structure has wide applications.

Shaking Table Test of Eccentric Reinforced Concrete Frame-Shear Wall Structure Model

2014 ◽  
Vol 584-586 ◽  
pp. 1247-1250
Author(s):  
Bing Li ◽  
Li Na Lu ◽  
Hai Tao Lv ◽  
Xu Fang Li
Keyword(s):  
Reinforced Concrete ◽  
Seismic Performance ◽  
Shaking Table Test ◽  
Shear Wall ◽  
Simulation Software ◽  
Shaking Table ◽  
Wall Structure ◽  
Reinforced Concrete Frame ◽  
Element Analysis ◽  
High Rise

Reinforced concrete eccentric frame-shear wall structure has been widely used in engineering. However, this structure is mainly used for high-rise structure, and it is difficult to obtain accurate earthquake response of structure through experimental study. Therefore, simulation software needs to be used for study on seismic performance of high-rise structures. This paper produces useful conclusions for the project through shaking table test and the simulation of seismic performance provided by ANSYS finite element analysis software.

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