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40 articles for “Story shear”
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Seismic Analysis of G+10 Building With and Without Zipper Brace Frame
Abstract: This paper presents a seismic analysis of a G+10 building with and without Zipper Brace Frame (ZBF). The research begins with a detailed literature review, investigating the existing seismic-resistant techniques employed in high-rise buildings. The Zipper Brace Frame is introduced as an innovative system that has shown promising results in enhancing seismic performance while maintaining architectural aesthetics. Two analytical models are created: one without bracing systems and the other incorporating …
Published in Journal of Structural Engineering and Management · Vol. 10, Issue 3, 2023 · pp. 27–34 Read article
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A Comparative Seismic Assessment of Structures Utilizing Various Angles: Shear Walls vs. Diagrid Structural Systems
Abstract: The diagrid structural system has emerged as a cutting-edge approach to designing tall buildings in recent times. It represents a significant innovation in the construction industry, combining both structural strength and striking architectural aesthetics. The versatility of the diagrid system has led to its widespread adoption in the construction of tall buildings. In-depth research into the design methodology of diagrid structures has unveiled their exceptional structural capabilities and distinctive architectural …
Published in Journal of Structural Engineering and Management · Vol. 10, Issue 2, 2023 · pp. 23–30 Read article
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Developing Design Charts for Lateral Loads in High Seismic and High Wind Zone of Bangladesh According to BNBC 2020
Abstract: This study investigated seismic base shear and wind base shear for typical residential building of different story according to newly adopted BNBC 2020, which is a regional modification of ASCE 7-05. For the study we considered six building of different height and lateral load resisting system situated in high seismic and high wind zone, Chattogram, Bangladesh. For this reason, three-dimensional building model was prepared using ETABS V.18 with loading provisions …
Published in Journal of Structural Engineering and Management · Vol. 9, Issue 1, 2022 · pp. 34–43 Read article
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Analysis of Tall Structures for Different Stiffness Ratios of Columns to Shear Walls and Column Shortening
Abstract: Differential axial shortening in a structure causes axial force redistribution among columns and walls, and introduces additional forces in the horizontal members such as beams and slab. Hence, it needs to be considered in the design, especially for medium to high-rise buildings. The best way to illustrate differential column shortening is to conduct floor-by-floor analysis, generally known as construction sequence analysis. Commercial software ETABS is available for conducting sequential analysis. …
Published in Journal of Structural Engineering and Management · Vol. 4, Issue 2, 2017 · pp. 36–43 Read article
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Non-Linear Dynamic Analysis of High-Rise Flat Slab Structure with Various Lateral Load Resisting System: Indian Scenario
Abstract: In this technological era, the construction of high-rise flat slab structure is increasing everywhere, due to its major advantages over a conventional beam slab structure. Due to the poor performance of high-rise flat slab structure in higher seismic zones, IS 1893 (Part 1): 2016 discourages the use of flat slab structure in higher seismic zones. The use of high-rise flat slab structure in high seismic region is a risk, because …
Published in Journal of Structural Engineering and Management · Vol. 9, Issue 2, 2022 · pp. 1–12 Read article
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Comparative Study on Unsymmetrical G+15, G+20, G+25 Story Building with Flat Slab, Conventional Slab, And Flat Slab Without Drop
Abstract: There are different types of slabs from which the slab supported by column and beam is called as Conventional slab and the slab which is supported by Column and drop but the beam is not used in this slab is called as flat slab. Live and dead loads are transferred from slab to drop and then it is transfer to columns. This type of slab mostly preferred for long span …
Published in Journal of Structural Engineering and Management Read article
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Comparative Study on Unsymmetrical G+15, G+20, G+25 Story Building with Flat Slab, Conventional Slab, And Flat Slab Without Drop
Abstract: There are different types of slabs from which the slab supported by column and beam is called as Conventional slab and the slab which is supported by Column and drop but the beam is not used in this slab is called as flat slab. Live and dead loads are transferred from slab to drop and then it is transfer to columns. This type of slab mostly preferred for long span …
Published in Journal of Structural Engineering and Management · Vol. 8, Issue 3, 2021 · pp. 15–27 Read article
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Optimum Location of Shear Wall with Plan Irregularity of Multistoried Structure for Wind Analysis Using E-Tab
Abstract: Shear wall are used to elongate the strength and stiffness of structure, equal length and width of shear wall is maintained in the models, which are modeled in E-TAB software. In this chronicle, different irregular shapes “h” and “J” shapes are considered with different location of shear wall in it to see the structure in terms of reliability. The structure is 15 storied high which has height of 52 m …
Published in Journal of Construction Engineering, Technology & Management · Vol. 7, Issue 2, 2017 · pp. 7–11 Read article
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Analysis of RC Frames Using Different Bracing Systems in Different Positions and Zones
Abstract: Structures are mainly built to enhance the performance of several activities like recreation, transportation, power generation, etc. They are built to sustain the loads coming on them during their service life by carrying adequate strength and also limit the deformation by possessing enough stiffness. Strength of a structure depends mainly upon the characteristics of material with which it is constructed. Stiffness is dependent upon the cross-sectional and geometrical properties of …
Published in Journal of Structural Engineering and Management · Vol. 3, Issue 1, 2016 · pp. 16–27 Read article
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Analysis and A.I. Modelling of Parameters of Symmetrical Multistory Building using Non-linear Static Analysis
Abstract: Non-linear static analysis (Push over Analysis) is the emerging field in seismic design of structures.The major drawback of elastic analysis is that the response beyond the linear state is neither linearnor simple extrapolation. Although elastic analysis gives a good indication of the elastic capacity ofstructures, but it cannot account for redistribution of forces during progressive yielding of a structurethat follows and to predict its failure mechanism or detect possible location …
Published in Journal of Construction Engineering, Technology & Management · Vol. 11, Issue 1, 2021 · pp. 1–15 Read article
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Study of Behavior of Buckling Restrained Bearing Frame Along with Soil Structure Interaction
Abstract: Lateral forces due to earthquake are the major consideration for design of earthquake resisting structures, these forces can be resisted by various systems like braced frames, shear walls, moment frames, etc. Energy dissipation is one of the most convenient option for earthquake resistance, as it can absorb input energy from earthquake protecting the main structure. Past research revealed that the Buckling Restrained Braces (BRB) are the best type of energy …
Published in Journal of Construction Engineering, Technology & Management · Vol. 11, Issue 3, 2021 · pp. 36–42 Read article
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Comparative Study of RCC, Steel and Composite Structures by Using ETABS Software
Abstract: Building constructions by composite material in the current era very popular because of their vantage over conventional concrete and steel construction. It is noted that R.C.C buildings are being relatively large in size and give relatively less deflection and more seismic weight, whereas steel building instruct more ductility and deflection to the structure, Which is enhancing well-being in resisting earthquake forces. In this thesis Comparative Study of R.C.C., Steel and …
Published in Journal of Structural Engineering and Management · Vol. 6, Issue 2, 2019 · pp. 38–45 Read article
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Seismic Analysis of Conventional, Hexagrid and Octagrid Steel Structural Systems
Abstract: The seismic resilience of multi-story buildings in earthquake-prone regions is a critical consideration in structural engineering. This dissertation presents a comprehensive analysis of the seismic performance of proposed multi-story buildings with varying heights (G+10, G+15, and G+20) using conventional, hexagrid, and octagrid structural systems. The study utilizes the Response Spectrum Method under seismic zone Ⅴ conditions to assess key parameters including storey drift, storey displacement, base shear, and overturning moment. …
Published in Journal of Structural Engineering and Management · Vol. 11, Issue 1, 2024 · pp. 26–41 Read article
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Analysis of Proposed Diagrid Geometry Using Golden Ratio in Non-Linear Regime of Material
Abstract: Lateral loads are critical in the design of high-rise structures. The buildings need to have high stiffness and must be able to resist lateral deformations and torsional rotations without having discomfort to the user. Diagrid structural system is one of the systems used in resisting lateral forces. In this study, diagrid geometry is generated using the ‘Golden Ratio’ concept and used to model 40, 50, and 60 story structures. Two …
Published in Journal of Construction Engineering, Technology & Management Read article
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Analysis of Proposed Diagrid Geometry Using Golden Ratio in Non-linear Regime of Material
Abstract: Lateral loads are critical in the design of high-rise structures. The buildings need to have high stiffness and must be able to resist lateral deformations and torsional rotations without having discomfort to the user. Diagrid structural system is one of the systems used in resisting lateral forces. In this study, diagrid geometry is generated using the ‘Golden Ratio’ concept and used to model 40, 50, and 60 story structures. Two …
Published in Journal of Construction Engineering, Technology & Management · Vol. 11, Issue 2, 2021 · pp. 1–11 Read article
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Study of Behavior of Buckling Restrained Bearing Frame Along with Soil Structure Interaction
Abstract: Lateral forces due to earthquake are the major consideration for design of earthquake resisting structures, these forces can be resisted by various systems like braced frames, shear walls, moment frames, etc. Energy dissipation is one of the most convenient option for earthquake resistance, as it can absorb input energy from earthquake protecting the main structure. Past research revealed that the Buckling Restrained Braces (BRB) are the best type of energy …
Published in Journal of Construction Engineering, Technology & Management Read article
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Analysis of Vibrational Induced Structure Considering Rail and Seismic Load Using ETABS
Abstract: In the past, buildings next to railroad tracks were not taken into account when designing them, which resulted in catastrophic damage to the buildings as well as fatalities. For these structures to be designed safely, the vibrational loading must diminish. This study's case study is the Rani Kamlapati railway station in Bhopal, which was renovated by the Bansal Group and is the nation's first private railroad station. They suggested building …
Published in Journal of Industrial Safety Engineering · Vol. 10, Issue 3, 2023 · pp. 1–13 Read article
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Analytical influence of soil-structure-interaction on structural performance by using ETABS
Abstract: Soil conditions have a great deal to do with damage to structures during earthquakes. Hence the study on the energy transfer mechanism from soils to buildings during earthquakes is critical for the seismic design of multi-story buildings and for upgrading existing structures. Thus, the need for research into soil–structure interaction (SSI) problems is greater than ever. Moreover, recent studies show that the effects of SSI may be detrimental to the …
Published in Journal of Structural Engineering and Management · Vol. 5, Issue 3, 2018 · pp. 1–13 Read article
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Study on the Response of Strengthening Strategies for Masonry-infilled Open Ground Storey Framed Building
Abstract: The strengthening of reinforced concrete (RC) frame buildings with masonry infill wall and with open ground storey is a very timely and significant topic because of the poor performance against seismic action. The absence of infill walls in the ground storey makes the ground storey less stiff and weaker than the all upper storys which results in a poor performance against lateral loads. Soft storey mechanism prevails in these cases …
Published in Journal of Structural Engineering and Management Read article
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IMPACT OF MASONRY INFILL WALLS ON THE SEISMIC RESPONSE OF G+7 REINFORCED CONCRETE BUILDING
Abstract: AbstractReinforced concrete [RC] frame structure with masonry infill walls are being widely used for various purposes such as multi-storied residential, commercial, buildings in the earthquake-prone area. For partition and external walls of building infill walls or panels are commonly used to fill the gap between beam and column frame.The present study investigates the influence of the infill walls on the seismic performance of the high rise reinforced concrete building prone …
Published in Journal of Construction Engineering, Technology & Management · Vol. 8, Issue 2, 2018 · pp. 33–43 Read article