Search
57 articles for “base shear”
-
Seismic Assessment of Reinforced Concrete Structures Coupled with O-Grid Bracing Systems
Abstract: The greatest challenge for structural engineers is to design the structures to be earthquake resistant. Basically, the earthquake-resistant design of reinforced concrete structures is a force-based design. When a structure is designed for seismic resistance, various systems are embedded into the structure so as to resist the lateral forces. One of the systems, which are used for resisting lateral forces, is to provide the structures with different types of bracings. …
Published in International Journal of Structural Mechanics and Finite Elements · Vol. 5, Issue 1, 2019 · pp. 4–13 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
-
Neural network based prediction of shear wave velocity for soils
Abstract: The paper presents a study on the prediction of the shear wave velocity (Vs) for all soils using ANN model from cone penetration test data. The input parameters in the obtained of ANN models were vertical effective stress, sleeve friction, cone tip resistance and output was the shear wave velocity. These parameters were considered to construct the ANN model which has 3-2-1 topology in prediction of shear wave velocity. Further, …
Published in International Journal of Geological and Geotechnical Engineering · Vol. 5, Issue 2, 2019 · pp. 23–34 Read article
-
Seismic Analysis of RC Elevated Water Tank Using Different Staging Pattern
Abstract: The present review explores the performance of a circular water tower by utilizing dynamic analysis (response spectrum technique). The investigation is carryout by considering different parameters like water storage capacity, height of water tower are taken as consistent and variation in, number of segments (Column’s), h/d ratio, staging arrangement such as normal staging, hexagonal staging, cross staging and radial staging with central column are consider here. By considering all this …
Published in International Journal of Structural Engineering and Analysis · Vol. 3, Issue 1, 2017 · pp. 15–36 Read article
-
MODAL ANALYSIS OF CONVENTIONAL RCC STRUCTURE WITH STEEL BRACING
Abstract: It is a well-known fact that high rise reinforced structures are vulnerable to lateral loadings from things like earthquake and wind stresses. Bracing systems have the excellent benefit of adding just a tiny amount of bulk to the structure while significantly enhancing its performance. Building modelling is done both with and without a bracing system in this study. Analysis that is both linear and dynamic is being done. The structure …
Published in International Journal of Structural Engineering and Analysis · Vol. 9, Issue 1, 2023 · pp. 48–62 Read article
-
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
-
A Review: Performance analysis of overlapping shear keys in box girder bridges using finite element based software
Abstract: Abstract - Box girder bridges are widely used for long-span constructions due to their high strength-to-weight ratio and structural efficiency. A fundamental component in these bridges is the shear key which allows for effective transfer of loads between bridge segments and upholds the overall structural performance through the different load cases. Overlapping shear keys are becoming increasingly popular because they greatly enhance inter-segment connections, which decrease relative displacements. This paper …
Published in International Journal of Structural Mechanics and Finite Elements · Vol. 12, Issue 1, 2026 · pp. 38–47 Read article
-
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
-
Behavior of RC Frame considering Soil Structure Interaction Under Seismic Load
Abstract: Present study focus on the behavior of reinforced concrete frames considering soil structure interaction by performing linear static and dynamic analysis. A reinforced concrete frame having G+10 storey was considered. The investigation on the behavior of RC frame is carried out by using dynamic analysis i.e., Response Spectrum method. The modeling of RC frame is carried out by using finite element-based computer program i.e., STAAD.Pro. The investigation is carryout by …
Published in International Journal of Structural Engineering and Analysis · Vol. 7, Issue 2, 2021 · pp. 1–9 Read article
-
Influence of Soil-Structure Interaction on Seismic Response of Vertically Irregular Reinforced Concrete Frames
Abstract: Abstract – Present study focus on the behavior of RC frames by performing Equivalent Static and Linear Dynamic Analysis. A reinforced concrete frame having G+10 storey was considered. The investigation on the behavior of RC frame is carried out by using dynamic analysis i.e., Response Spectrum method. The modeling of RC frame is carried out by using finite element-based computer program i.e., STAAD.Pro. The investigation is carryout by considering Strength …
Published in International Journal of Geological and Geotechnical Engineering · Vol. 11, Issue 2, 2025 · pp. 26–35 Read article
-
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
-
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
-
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
-
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
-
SEISMIC ANALYSIS OF G+20 RCC FRAMED STRUCTURE AND STEEL BEAM-CONCRETE COLUMN HYBRID STRUCTURE
Abstract: In the realm of structural engineering, the quest for innovative solutions that harmonizeperformance, efficiency, and sustainability remains an ongoing pursuit. In the dynamic landscape of high-riseconstruction, the pursuit of innovative solutions that combine efficiency, strength, and sustainability has led tothe exploration of hybrid structural systems. One such intriguing approach is the integration of steel beamsand concrete columns, where the unique properties of each material are harnessed to create a cohesive …
Published in International Journal of Structural Engineering and Analysis · Vol. 9, Issue 2, 2023 · pp. 47–60 Read article
-
Analysis of RC Structure with Shear Walls at Different Locations in Different Seismic Zones
Abstract: As the world moves towards development and transformation, the need for high rise buildings becomes prominent to overcome lack of horizontal land expansion. High rise buildings are often susceptible to lateral forces such as earthquakes and winds as compared to low rise buildings. This accounts for structural engineers to carry out various seismic analysis and implement lateral force resisting systems such as shear walls, braces and moment resisting frames in …
Published in International Journal of Architectural Heritage · Vol. 4, Issue 2, 2021 · pp. 1–11 Read article
-
Design And Finite Element Analysis Of RCC And Timber-Composite RCC Columns with Seismic Effect
Abstract: This study presents the design and finite-element analysis (FEM) of three reinforced cement concrete (RCC) column configurations under seismic effect, with the objective of quantifying how a central Sal-timber core alters the structural performance of an otherwise conventional RCC column. All three columns are of identical external size (300 × 300 mm) and clear height 3.0 m, fixed at both ends, and use M30 concrete, Fe500 steel, 4–16 mm φ …
Published in International Journal of Structural Mechanics and Finite Elements · Vol. 12, Issue 2, 2026 Read article
-
Investigation of Seismic Pounding Effect on Symmetric 10 Storey Reinforced Concrete Buildings Using SAP2000
Abstract: ABSTRACT Earthquakes have historically been responsible for significant structural failures, often resulting in substantial economic losses and endangering human lives. One notable failure mechanism observed during seismic activity is seismic pounding, which occurs when adjacent buildings collide due to insufficient separation gaps. This phenomenon is particularly concerning in densely populated urban areas where space constraints often prevent the provision of adequate clearances between structures. Such impacts can lead to severe …
Published in International Journal of Structural Engineering and Analysis · Vol. 11, Issue 2, 2025 · pp. 32–42 Read article
-
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
-
Study of Seismic Forces by Changing the Location of Lift Core
Abstract: An important element for strengthening of structure is lift core in earthquake prone area (Mw=6.5 or more). Major content in this paper is use of lift cores to resist the seismic forces and its effect by changing the lift core location. The study for G+5 and G+10 type frame buildings are taken under study. These buildings are further subdivided as per strata type. Centre core and Corner core are locations …
Published in International Journal of Geological and Geotechnical Engineering · Vol. 2, Issue 2, 2016 · pp. 1–9 Read article