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10 articles for “shear wall positions”
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Optimization of RCC Building Frames Using Bracing and Without Bracing with Various Position of Shear Wall
Abstract: This review paper aims to analyze the optimization of reinforced cement concrete (RCC) building frames. In particular, it sets out to analyze the structural performance of frames that have not been braced, and frames which have been braced, along with the different shear wall configurations. RCC frames (as the name suggests) are key elements of modern construction because they offer strength combined with flexibility. In addition, structural elements such as …
Published in Recent Trends in Civil Engineering & Technology · Vol. 16, Issue 2, 2026 · pp. 34–44 Read article
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Comparative analysis of with and without P-∆ effect on plan irregular RC structure with different positions of shear wall
Abstract: P-∆ effect is the second order analysis method which is cause due to wind or seismic effect. This secondary effect causes the geometric non-linearity in structure. For high rise structure the P-∆ effect plays the significant role on the building stability because in lots of cases it has been found that failure of tall building is a function of slenderness of building members and second order effect. In P-∆ analysis, …
Published in Journal of Structural Engineering and Management · Vol. 9, Issue 2, 2022 · pp. 24–32 Read article
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Analysis of RCC Building with and Without Shear Wall Subjected to Blast Load
Abstract: In recent time we have witnessed number of terrorist activities around the world. In this era of technology, it is easy to target structures such as public building, bridges etc. by blasting them. Sometimes accidental blast during handling or storage may also cause huge damage to the structures. It is need of this time to make structures safe against such loads. Experimental methods are not always feasible hence in this …
Published in Recent Trends in Civil Engineering & Technology · Vol. 11, Issue 3, 2021 · pp. 16–22 Read article
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Erthquake Response of Shear Wall Integrated Step-Back Set-Back Structures on Sloped Ground
Abstract: The study examines how well step-back set-back structures perform seismically when they are resting on a 27° slope in terms of base shear, maximum story displacement, story drift, and time period. Shear walls 200 mm thick are positioned at various points. The seismic performance of the square plan structure having shear wall at corner locations is presented in this study. The study's findings indicate that the shear wall's position affects …
Published in Journal of Geotechnical Engineering · Vol. 11, Issue 2, 2024 · pp. 22–31 Read article
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A Comparative Evaluation of a 13-story G+ Building with a Soft Storey, Using Pushover Analysis, with a Focus on the Impact of Different Placement of Shear Walls
Abstract: Asymmetrical structures with varying degrees of irregularity have proven to be a significant factor in causing collapses, damage to property, and injury during earthquakes. Despite extensive research on asymmetric buildings, there are currently no established guidelines for multi-story structures of this type. A soft storey, also known as a weak storey, is a level in a structure with insufficient rigidity or ductility to sustain earthquake-induced damage Pushover analysis has been …
Published in Recent Trends in Civil Engineering & Technology · Vol. 12, Issue 3, 2022 · pp. 1–9 Read article
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Effect of Wind on Multistoried Structure for Irregular Plan with Optimum Shear Wall Location using E-TAB Software
Abstract: For multistory structure, the challenge is to make it feasible in terms of lateral loads due to wind and earthquake, which prominently dominate the structure. This study chronicles the stages of ongoing research initiative to study several high-rise buildings of irregular shapes under action of wind with and without shear wall and its optimum location in the structure. Multi-storey irregular buildings of irregular plans like h-shape, J-shape of RCC framed …
Published in Journal of Structural Engineering and Management · Vol. 4, Issue 1, 2017 · pp. 1–6 Read article
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Analysis of Composite Behavior of Masonry Wall and Supporting Beam
Abstract: Composite behavior of brick masonry wall and supporting beam is outlined through this topic. Masonry in filled reinforced concrete construction is most common in urban and rural areas. The composite behavior of masonry and the supporting beam is neglected in the modern structural design. In the present study, finite element analysis is used for analysis of composite action of wall and supporting beam. Materials are modeled using Macro modeling. The …
Published in Journal of Structural Engineering and Management · Vol. 3, Issue 2, 2016 · pp. 20–28 Read article
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Analysis of Anchored Sheet Pile Wall Using Finite Element Method
Abstract: A numerical parametric study using the finite element program of OPTUM G2 was performed on single, double, and triple anchored sheet piles systems retaining sandy soil. The present paper evaluates the variation of maximum shear force distribution, bending moment distribution, and displacement of soil and sheet pile wall concerning different depths of excavation, embedded depth of sheet pile wall, and position of anchor in retention system. Flexible plate elements, Mohr-coulomb …
Published in Journal of Geotechnical Engineering · Vol. 8, Issue 2, 2021 · pp. 21–28 Read article
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Mathematical Modelling on Unsteady Blood Flow and Unsteady Heat Transfer Through a Stenosed Artery with Hematocrit and Slip Velocity
Abstract: A theoretical investigation concerning variable viscosity dependent on percentage concentration of red blood cell interm of total volume of blood (hematocrit) and slip velocity on unsteady flow of blood and heat transfer has been carried out. The analytical expressions for the flow characteristics and the heat transfer rate, including the velocity profile, volumetric flow rate, flow resistance, wall shear stress, and temperature profile, were obtained using the weighted residual method, …
Published in Research & Reviews: Discrete Mathematical Structures · Vol. 12, Issue 2, 2025 · pp. 16–36 Read article
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Piled Raft Design Approach for a High Rise Building on Tithal Road, Valsad, Gujarat
Abstract: ABSTRACTThe piled raft foundation has been efficiently used for the foundation of high rise structures. A typical high rise building generally imparts higher load on central core area due to existence of lifts, elevators and shear walls, comparison to the edge area. The shallow foundation may not control the settlement and the pile foundation cost may be expansive for the foundation of high rise structures. The piled raft foundation can …
Published in Journal of Geotechnical Engineering · Vol. 5, Issue 1, 2018 · pp. 1–10 Read article