Search engine for discovering works of Art, research articles, and books related to Art and Culture
ShareThis
Javascript must be enabled to continue!

Design of mutli-storied building with and without soft stories using STAAD Pro

View through CrossRef
Soft stories are one of those structures containing structural irregularities, especially vertical irregularities. Soft stories case is generally related to sudden and abrupt change or increase in the stiffness of the storey. This soft storey is soft target for dynamic displacing forces, especially in the horizontal direction, due to its more flexibility in nature and leads to collapse of structure which it supports and, thus ultimately whole structure collapse in shear. If not designed well, soft storey causes failure not only due to external forces but also to drifting of mass by external lateral forces, from its original position. In the present study, the analysis of the ten-storey building with or without soft storey was carried out to investigate the effect of soft storey under identical loading conditions as per Indian standards. The previous studies were carried out on the structures considering ground floor as soft storey. Structure has been modeled and analyzed using well established software Staad-Pro V8i. Results showed that drift of M5 type structure was increased by 1.6 times approximately M0 type structure. Base shear was reduced by due to reduced stiffness by 7.5% and time period in the orthogonal direction increased by 5%.
Title: Design of mutli-storied building with and without soft stories using STAAD Pro
Description:
Soft stories are one of those structures containing structural irregularities, especially vertical irregularities.
Soft stories case is generally related to sudden and abrupt change or increase in the stiffness of the storey.
This soft storey is soft target for dynamic displacing forces, especially in the horizontal direction, due to its more flexibility in nature and leads to collapse of structure which it supports and, thus ultimately whole structure collapse in shear.
If not designed well, soft storey causes failure not only due to external forces but also to drifting of mass by external lateral forces, from its original position.
In the present study, the analysis of the ten-storey building with or without soft storey was carried out to investigate the effect of soft storey under identical loading conditions as per Indian standards.
The previous studies were carried out on the structures considering ground floor as soft storey.
Structure has been modeled and analyzed using well established software Staad-Pro V8i.
Results showed that drift of M5 type structure was increased by 1.
6 times approximately M0 type structure.
Base shear was reduced by due to reduced stiffness by 7.
5% and time period in the orthogonal direction increased by 5%.

Related Results

Design and Analysis of Multi-storey (G+6) Residential Building using Staad pro And AutoCad
Design and Analysis of Multi-storey (G+6) Residential Building using Staad pro And AutoCad
The design and analysis of multi-storey residential buildings play a crucial role in ensuring structural integrity, safety, and efficiency in urban infrastructure The present proje...
Design and Sustainability of an Earthquake Resistant G+3 Residential Building
Design and Sustainability of an Earthquake Resistant G+3 Residential Building
In structural building it is fundamental that the vision belief system of the designer in his plan stage meets in its execution. Its additionally essential to guarantee that so as ...
PLANNING, MODELLING AND ANALYSIS OF G+3 RESIDENTIAL BUILDING USING REVIT ARCHITECTURE AND STAAD PRO
PLANNING, MODELLING AND ANALYSIS OF G+3 RESIDENTIAL BUILDING USING REVIT ARCHITECTURE AND STAAD PRO
The construction industry increasingly relies on advanced software tools for accurate planning, structural analysis, and efficient project execution. This project focuses on the pl...
Between the Classes of Soft Open Sets and Soft Omega Open Sets
Between the Classes of Soft Open Sets and Soft Omega Open Sets
In this paper, we define the class of soft ω0-open sets. We show that this class forms a soft topology that is strictly between the classes of soft open sets and soft ω-open sets, ...
Weaker Forms of Soft Regular and Soft T2 Soft Topological Spaces
Weaker Forms of Soft Regular and Soft T2 Soft Topological Spaces
Soft ω-local indiscreetness as a weaker form of both soft local countability and soft local indiscreetness is introduced. Then soft ω-regularity as a weaker form of both soft regul...
Soft Complete Continuity and Soft Strong Continuity in Soft Topological Spaces
Soft Complete Continuity and Soft Strong Continuity in Soft Topological Spaces
In this paper, we introduce soft complete continuity as a strong form of soft continuity and we introduce soft strong continuity as a strong form of soft complete continuity. Sever...
Seismic Performance Evaluation and Design of Multi-Storey Buildings
Seismic Performance Evaluation and Design of Multi-Storey Buildings
The primary objective of this study is to design and comparatively analyze a G+6 residential structure using ETABS and STAAD.Pro. Traditional manual design approaches are highly ti...
Soft Semi ω-Open Sets
Soft Semi ω-Open Sets
In this paper, we introduce the class of soft semi ω-open sets of a soft topological space (X,τ,A), using soft ω-open sets. We show that the class of soft semi ω-open sets contains...

Back to Top