Search
4 articles for “nonlinear static analysis”
-
Evaluating the Capabilities of Reinforced Concrete Open Ground Storey Frames Through Nonlinear Static Analysis
Abstract: The lack of infill in multi-story buildings in urban India, particularly on the ground floor or other floors for purposes such as parking or open storefronts, can result in vertical stiffness irregularity and make the structure more vulnerable to earthquakes. The practice of incorporating open first stories in seismic active areas is widely regarded as undesirable due to the risk of building collapse during earthquakes. With advancements in computer technology …
Published in International Journal of Structural Engineering and Analysis · Vol. 8, Issue 2, 2022 · pp. 31–37 Read article
-
Finite element analysis using Staad-Pro for irregular L-shape Building by Time History Analysis
Abstract: To perform well in an earthquake, a building should possess four main attributes, namelysimple and regular configuration, and adequate lateral strength, stiffness and ductility.Buildings having simple regular geometry and uniformly distributed mass and stiffness inplanes well as in elevation, suffer much less damage than buildings with irregularconfigurations. Impairment can be in the form of loss of non-structural element, damage tostructural components, and collapse of structural element leading to progressive failure …
Published in International Journal of Structural Mechanics and Finite Elements · Vol. 8, Issue 2, 2022 · pp. 23–33 Read article
-
Nonlinear Pushover Analysis of RC Frame Considering SSI Effect: A Review
Abstract: It is the need of modern era to go for the safe, reliable and economic structure design with special reference to seismic response of the structure. The classical methods which are based on elastic analysis are not able to predict the structural behaviour under the seismic forces. On the other hand the Pushover Analysis (POA) gives more reliable results. The POA is a static –nonlinear analysis. In this method the …
Published in International Journal of Structural Engineering and Analysis · Vol. 6, Issue 2, 2020 · pp. 21–25 Read article
-
A Review on Study the Behaviour of the Structure and Transfer Slab under Different Geometric and Material Nonlinearity Consideration
Abstract: The present work concerned with the study on the behaviour of high-rise RCC structure that consists of transfer slab through which the number of columns or shear walls are going to float from certain floor level. The present study gives an overview of different research works on the parameters such as displacement, drift and stiffness in high-rise structure under the consideration of various analyses such as seismic analysis, geometric nonlinear …
Published in International Journal of Structural Mechanics and Finite Elements · Vol. 5, Issue 1, 2019 · pp. 20–27 Read article