The spatial static and dynamic analysis of tall building structures

1983 ◽  
Vol 4 (2) ◽  
pp. 233-246
Author(s):  
Wang Xing-xiang ◽  
Che Wei-yi ◽  
Yu Yong-sheng
Keyword(s):  
Dynamic Analysis ◽  
Tall Building ◽  
Building Structures ◽  
Static And Dynamic Analysis

scholarly journals Comparison of Static and Dynamic Analysis of Multi-Storied Building

2021 ◽  
Vol 9 (VIII) ◽  
pp. 441-444
Author(s):  
Arati Avinash Sabale
Keyword(s):  
Dynamic Analysis ◽  
Bending Moment ◽  
Shear Wall ◽  
Seismic Zone ◽  
Building Structures ◽  
Static And Dynamic Analysis ◽  
Time Period ◽  
Gravity Load ◽  
Local Geology ◽  
A Site

Vibration of ground is the main cause of earthquake damage to building structures. There are many factors responsible for the strength of earthquake shaking at a site including the earthquake's magnitude, the site's proximity to the fault, the local geology, and the soil type. The natural disasters have been fast recurring all over the world causing great concern and damage to man and their properties. Among these disasters Earthquake is an endogenous natural disaster, which occurs suddenly without any warning. The vast devastation of engineering systems and facilities during the past earthquakes has exposed serious deficiencies in the prevalent design and construction. Shear wall is one of the most commonly used lateral load resisting in high rise buildings. Shear wall can be used to simultaneously resist large horizontal load and support gravity load. In the study, one tall RCC building of 13 stories is assumed to be situated in seismic zone V is analysed using two methods (Static and Dynamic Analysis). The share walls are taken at different position of building. The comparison of the different shear wall models is studied in this work against the different parameters like time period, bending moment, shear force, storey drift, displacement

Comparative Analysis of Seismic Responses of Different Layer Height Structures with Broken Stone Isolation Layers

2012 ◽  
Vol 238 ◽  
pp. 876-880
Author(s):  
Xin Zhong Zhang ◽  
Lian Juan Miao ◽  
Ke Dong Tang
Keyword(s):  
Comparative Analysis ◽  
Dynamic Analysis ◽  
Vibration Isolation ◽  
Tall Building ◽  
Ground Movement ◽  
Building Structures ◽  
Layer Height ◽  
Multistory Buildings ◽  
Isolation Layer ◽  
Multistory Building

For the purpose of doing modal and dynamic analysis, tall building structures and multistory building For the purpose of doing modal and dynamic analysis, tall building structures and multistory building structures of vibration isolation foundation and non-isolation models were established respectively. To elaborate the broken stone isolating layer efficacy, top ten order frequencies and modes, sliding displacements of isolation layer, storey drift angles, storey accelerations, top floor relative displacements compared to the ground movement are obtained and contrasted. The result of the present work implies that the broken stone isolation layers are suitable for multistory buildings.

Static and Dynamic Analysis of Multi-Story Buildings, Including P-Delta Effects

1987 ◽  
Vol 3 (2) ◽  
pp. 289-298 ◽  
Author(s):  
E. L. Wilson ◽  
A. Habibullah
Keyword(s):  
Dynamic Analysis ◽  
Stiffness Matrix ◽  
Mode Shapes ◽  
Building Structures ◽  
Structural Stiffness ◽  
Lateral Loads ◽  
Static And Dynamic Analysis ◽  
Geometric Stiffness ◽  
Area Of Concern ◽  
Structural Engineers

The P-Delta phenomenon is an area of concern to structural engineers. Traditional methods for incorporating P-Delta effects in analysis are based on iterative techniques. These techniques are time-consuming and are in general used for static analysis only. For building structures, the mass, which causes the P-Delta effect, is constant irrespective of the lateral loads and displacements. This information is used to linearize the P-Delta effect for buildings and solve the problem “exactly”, satisfying equilibrium in the deformed position, without iterations. An algorithm is developed that incorporates the P-Delta effects into the basic formulation of the structural stiffness matrix as a geometric stiffness correction. This procedure can be used for both static and dynamic analysis and will account for the lengthening of the structural time periods and changes in mode shapes due to P-Delta effects. The algorithm can be directly incorporated into building analysis programs.

scholarly journals Assessment of Accidental Torsion in Building Structures Using Static and Dynamic Analysis Procedures

2020 ◽  
Vol 10 (16) ◽  
pp. 5509 ◽  
Author(s):  
Osama Ahmed Mohamed ◽  
Mohamed Sherif Mehana
Keyword(s):  
Dynamic Analysis ◽  
Static Analysis ◽  
Flexible Structures ◽  
Lateral Force ◽  
Radius Of Gyration ◽  
Geometrical Parameters ◽  
Building Structures ◽  
Static And Dynamic Analysis ◽  
Torsional Response ◽  
Response Amplification

This article presents the findings of a study on assessment of the increase in building’s response due to accidental torsion when subjected to seismic forces. Critical stiffness and geometrical parameters that define buildings torsional response are examined including: (1) the ratio, Ω, between uncoupled torsional frequency ωθ to uncoupled translation frequencies in the direction of ground motion ωx or ωy, (2) floor plan aspect ratio, b/r, which is a function of the floor dimension and radius of gyration. The increased response is assessed on symmetric multi-storey buildings using both static and dynamic analysis methods specified by ASCE-7 and considering parameters affecting the torsional response. It was concluded that static and dynamic analysis procedures predict different accidental torsion responses. Static analysis based on the Equivalent Lateral Force (ELF) method predicts more conservative accidental torsions responses for flexible structures with Ω < 0.7~0.80, while the responses are less conservative for stiffer buildings. The conservativism in static analysis method is attributed to the response amplification factor, Ax. Floor plans and their lateral support system having frequency ratio Ω = 1 will also have a torsional radius equal to radius of gyration, and will experience drop in torsional response relative to more torsionally flexible buildings. This article presents a procedure to overcome the shortcomings of static and dynamic analysis procedures in terms of estimating accidental torsion response of symmetric building structures.

Dynamic Analysis of Tall Building Structures

1988 ◽  
pp. 1202-1203
Author(s):  
H. C. Chan ◽  
J. S. Kuang ◽  
H. G. Li
Keyword(s):  
Dynamic Analysis ◽  
Tall Building ◽  
Building Structures

scholarly journals Static and dynamic analysis of homogeneous Micropolar-Cosserat panels

2021 ◽  
pp. 1-53
Author(s):  
S. K. Singh ◽  
A. Banerjee ◽  
R. K. Varma ◽  
S. Adhikari ◽  
S. Das
Keyword(s):  
Dynamic Analysis ◽  
Static And Dynamic Analysis
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