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17 articles for “Etabs software”
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Study the Behavior of Geometric Non-Linearity in High- Rise Building
Abstract: Generally, in any analysis method adopted in the construction industries it should be useful for the stability, economy and strength point of view. For such structures the different analysis method is adopted based on the requirement of the building. From which the structure loads and other loads are coming over the structure are calculated and applied over foundation. But in practical execution the method of working is a little bit …
Published in International Journal of Structural Mechanics and Finite Elements · Vol. 10, Issue 2, 2024 · pp. 1–9 Read article
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DESIGN AND ESTIMATION OF RESIDENTIAL BUILDING USING ETABS AND QUANTITY TAKE OFF SOFTWARE: A REVIEW
Abstract: The drafting, study, and design of a building are the most critical phases in its construction and planning. The project that will be completed is the construction of a multi-story building that will be used as a home. According to the requirements and available space, the building plan was created using AutoCAD software. The ETABS programme was used to evaluate and construct the superstructure, or the building frame. A quantity …
Published in International Journal of Architectural Heritage · Vol. 4, Issue 1, 2021 · pp. 1–3 Read article
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Comparitive Study of Conventional Slab and Flat Slab using ETABS
Abstract: In today’s construction activity the employment of flat block is kind of common which boosts the load reduction, speed up construction, and economical. Similarly from the beginning conventional slab has go it place in providing options like a lot of stiffness, higher load carrying capability, safe and economical additionally. because the advancement era began follow of flat slab becomes quite common. In the present dissertation work a G+7 residential multi-storeyed …
Published in International Journal of Structural Engineering and Analysis · Vol. 7, Issue 2, 2021 · pp. 10–18 Read article
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Evaluation of RC Frames in Shifting on Seismic Zone 3 to 5 and Retrofitting Techniques using ETABS
Abstract: The finite element analysis has been carried out on six storey reinforced concrete frames using commercial finite element software ETABS. The performance of six storeys infilled frame failing due to improper design as well as inadequate reinforcements when seismic zone shifting from zone 3 to 5 was studied. The behavior of infilled frame considered in zone 5 was studied and compared with the results obtained from the analysis of frame …
Published in International Journal of Structural Engineering and Analysis · Vol. 3, Issue 2, 2017 · pp. 1–16 Read article
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Seismic Analysis and Design of an RCC Twisted Building Using with ETAB
Abstract: This paper investigates the structural behavior of reinforced concrete (RCC)-twisted buildingssubjected to seismic loads using ETABS software. The study focuses on analyzing various degrees oftwist in RCC-twisted buildings, specifically examining the angles of 1.5, 2, 2.5, 3, and 3.5 degrees perfloor. The study looks at how these different twist rates affect important structural parameters like baseshear, story displacement, and story drift through detailed modeling and analysis in ETABS. Theobjective of …
Published in International Journal of Structural Engineering and Analysis · Vol. 10, Issue 1, 2024 · pp. 47–59 Read article
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ANALYTICAL STUDY OF SEISMIC RESPONSE OF DOUBLE TOWER BUILDING ON A COMMON PODIUM
Abstract: Abstract The recent surge in global population, particularly in urban areas, has led to a significant rise in the demand for tall buildings structures featuring multiple towers on a shared podium. Such complex configurations often result in intricate interactions between towers and podium structures, particularly under lateral loads induced by earthquakes. One of the critical structural behaviours observed in such systems is the backstay effect, which arises due to discontinuities …
Published in International Journal of Structural Engineering and Analysis · Vol. 11, Issue 2, 2025 · pp. 9–19 Read article
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Assessing the Impact of Soil-Structure Interaction on Seismic Performance of Step Back and Set Back Buildings on Sloping Ground
Abstract: When constructing framed structures on sloping ground, either step back or step back and set back configurations are typically adopted. Due to the varying heights of columns towards the slope and the unsymmetrical nature of these buildings, they are subject to large forces such as shear forces, bending moments, torsional moments, and unequal distribution. In the past, it was common practice to assume that structures were fixed at the base, …
Published in International Journal of Geological and Geotechnical Engineering · Vol. 8, Issue 2, 2022 · pp. 36–47 Read article
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Comparative Static Analysis of Flat Slab Without Periphery of Beam Provided Infill and Shear Wall Panel at Different Storey
Abstract: In this paper, increased awareness for the need to evaluate and improve the seismic performance of flat slab without periphery of beam. There are several numbers of factors affecting the behavior of building. Stiffness irregularity in vertical direction is one of them, and as a result of which soft storey is formed. In the this paper work a parametric study is performed on flat slab without periphery beam with infill …
Published in International Journal of Structural Engineering and Analysis · Vol. 3, Issue 1, 2017 · pp. 37–44 Read article
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Comparative statis analysis of Regular and irregular building
Abstract: ABSTRACT: In this paper is increased safety and evaluate the seismic performance of Irregular and Regular building. There are several numbers of factors affecting the behavior of building. In the this paper work a parametric study is performed on Irregular and Regular plan of building with infill wall 230 mm thick and internal wall 115 mm thick provide at G+15 storey with Regular and Irregular building in seismic zone IV …
Published in International Journal of Structural Engineering and Analysis · Vol. 3, Issue 2, 2017 · pp. 29–34 Read article
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Effect of Shear Wall on Seismic Performance of High Rise Building Adopting Linear Dynamic Analysis
Abstract: Earlier, the buildings were designed for only dead loads not for the seismic loads. But, as the populations go on increasing and there is limited space available for living. So now a day we raise the height of the structures, as height is increases different parameters affects the structure like seismic loads and wind loads. Seismic force is a lateral horizontal force acting on throughout the height of the building. …
Published in International Journal of Structural Engineering and Analysis · Vol. 6, Issue 1, 2020 · pp. 15–28 Read article
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Comparison and Analysis of Seismic Behavior of Multistoried RCC Building with Friction Dampers and Fluid Viscous Dampers
Abstract: This paper deals with effect of position and number of friction dampers on response of 2D frame. To fulfill this objective, five bay and fifteen story 2D frame is analyzed using software ETABS-2017. The study is carried out using two, three and four number of friction dampers with different locations keeping slip load and stiffness constant. As the behavior of friction damper is elasto-plastic, the Nonlinear time history analysis of …
Published in International Journal of Structural Engineering and Analysis · Vol. 8, Issue 1, 2022 · pp. 34–39 Read article
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SEISMIC ANALYSIS OF BUILDINGS USING DIRECT DISPLACEMENT BASED DESIGN
Abstract: Seismic resilience in structural engineering is a paramount concern, particularly in regionsprone to seismic activity. This research investigates the seismic performance of reinforced concretestructures with shear walls, employing two distinct design methodologies: Direct Displacement-BasedDesign (DDBD) and traditional Force-Based Design (FBD). Utilizing advanced computational toolssuch as ETABS software and the Response Spectrum Method, a comprehensive comparative analysis isconducted across multiple seismic zones, including Zones III, IV, and V. This study also …
Published in International Journal of Structural Engineering and Analysis · Vol. 9, Issue 2, 2023 · pp. 32–46 Read article
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ANALYTICAL STUDY ON THE DYNAMIC BEHAVIOR OF RC HIGH-RISE BUILDINGS WITH STAGGERED OPENINGS IN SHEAR WALLS
Abstract: ABSTRACT - This research investigates the seismic performance of a 15-storey reinforced concrete building with varying shear wall configurations, focusing on the effects of vertical and staggered openings. The study compares three models: one with solid shear walls, one with vertical openings, and one with staggered openings. Using ETABS V21 software and performing the analysis in Seismic Zone IV under the Response Spectrum Method (IS 1893:2016), the results show that …
Published in International Journal of Construction Engineering and Planning · Vol. 11, Issue 2, 2025 · pp. 35–50 Read article
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COMPARATIVE STUDY ON SEISMIC ANALYSIS OF A BUILDING USING RESPONSE REDUCTION FACTOR
Abstract: Earthquake is the more dangerous phenomenon which causes great damage and unpredictable natural phenomenon which causes huge destruction (affect the thing not longer to exist) to human lives as well as infrastructure. Seismic forces generated during earthquake leads to severe damage to structural elements and also structural failure. In this study by using software that is Etabs we can analysis G+15 storied building through the response spectrum analysis. We are …
Published in International Journal of Architectural Heritage · Vol. 4, Issue 1, 2021 · pp. 10–18 Read article
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Planning Analysis and Design of Commercial Building Using STAAD Pro and Other Softwares
Abstract: The AIM of our project is to design the commercial Apartment (Ground+5 floors) by taking considerations to Indian Standard codes. The design of this commercial building can be done manually or with the help of Software such Staad pro, Struds, Etabs, Tekla structural designer Fespa IS, SAP, SAFE, etc. We have chosen to do our project with the Staad pro Software because designing the structure manually consumes lot of time …
Published in International Journal of Structural Engineering and Analysis · Vol. 3, Issue 1, 2017 · pp. 67–76 Read article
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A Review Study on Comparative Seismic Analysis of Irregular Shaped Multi-storeyed Structure With and Without Infill
Abstract: In this study, we focused on the behavior of infill wall and plan irregularity on seismic performance of multi-storeyed high rise structure during various earthquake ground motions. A mostly L shaped structure; residential type structure with 15 storeys has been modelled with all its parameters. This structure includes four lifts/wells in its entire plan at mid-section and parking is provided at the base storey. A regular plan with the same …
Published in International Journal of Structural Engineering and Analysis · Vol. 3, Issue 1, 2017 · pp. 45–56 Read article
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A Comparative Study of the Wind Load Effect on High-Rise Buildings
Abstract: Tall buildings are going up all over the world, so it increases the importance of design for wind-inducedbuilding motion. Tall structures that comply with lateral drift requirements specified in building codescan still experience significant swaying under strong wind conditions. Severe wind-related disasters inIndia and the United States have highlighted the fact that many existing buildings are not entirely wind-resistant. This underscores the need to reevaluate and enhance the computational techniques …
Published in International Journal of Structural Engineering and Analysis · Vol. 10, Issue 1, 2024 · pp. 15–21 Read article