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97 articles for “displacement”
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Analysis of Stability of Slope Subjected to Blast Vibrations: A Numerical Modelling Approach
Abstract: Numerical simulation was employed to estimate the dynamic behaviour of the canal slope under blasting load based on the blast vibration field test of Yanakandla Mine, Kurnool District of Andhra Pradesh. Blast vibrations were monitored at different distances and based on the data obtained a regression curve was generated. The study consisted of slope stability analysis of the canal near the mine using Distinct Element Modelling technique in 3DEC software. …
Published in International Journal of Geological and Geotechnical Engineering · Vol. 2, Issue 1, 2016 · pp. 39–47 Read article
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Estimation of Burden Rock Movement using High Speed Videography: Case Study of A Limestone Mine
Abstract: In an opencast mine involving hard rock/deposit excavation, blasting becomes a very important activity. Effective usage of explosive energy to fragment and displace the hard strata results in considerable savings. However, the occurrence of blasts in mines is so rapid that the naked eye cannot detect the process. High speed videography can provide the progress of blast in millisecond time scale needed to analyze the happenings in the blast. An …
Published in International Journal of Geological and Geotechnical Engineering · Vol. 8, Issue 1, 2022 · pp. 14–25 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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Flexure of Thick Fixed Beams Subjected to Varying Load using Shear Deformation Theory
Abstract: A refined shear deformation theory for flexural analysis of thick beams, considering transverse shear deformation effects, is developed. The number of variables as in the first order shear deformation theory is kept in present theory. The important feature of present theory is that the transverse shear stresses can directly be obtained using constitutive relations. The theory does not demand shear correction factors. The principle of virtual work is used to …
Published in International Journal of Structural Engineering and Analysis · Vol. 2, Issue 1, 2016 · pp. 23–31 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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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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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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Influence of Ground Motion Duration on the Peak Drift Demands of Reinforced Concrete Buildings
Abstract: Previous studies regarding the effect of strong-motion duration on the behavior of reinforced concrete buildings indicate that the findings regarding the influence of strong-motion duration on peak damage indicators are not consistent. Most of the previous studies available are based on two dimensional structural models. The objective of the present study is to further investigate the influence of earthquake strong-motion duration on structural behavior with three-dimensional building models. In this …
Published in International Journal of Structural Engineering and Analysis · Vol. 3, Issue 2, 2017 · pp. 35–44 Read article
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Wind Analysis of G+20 Storey RC Building with Different Plan Shapes
Abstract: Tall buildings are affected by lateral forces due wind & earthquake. For most of the buildings wind load is critical than earthquake load &need to be controlled by using suitable methods. Most effective & feasible solution is to modify the geometry of building. So, this paper is an attempt to study behavior of different plan shaped multistoried buildings to the wind load. Five models with various plan shapes like rectangular, …
Published in International Journal of Structural Engineering and Analysis · Vol. 4, Issue 2, 2018 · pp. 25–31 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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Nonlinear Pushover Analysis of RC Frame Considering SSI Effect: A Review
Abstract: It is the need of modern era to go for the safe, reliable and economic structure design with special reference to seismic response of the structure. The classical methods which are based on elastic analysis are not able to predict the structural behaviour under the seismic forces. On the other hand the Pushover Analysis (POA) gives more reliable results. The POA is a static –nonlinear analysis. In this method the …
Published in International Journal of Structural Engineering and Analysis · Vol. 6, Issue 2, 2020 · pp. 21–25 Read article
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Seismic Vulnerability Assessment and Enhancement of Steel Moment Resisting Frame with Hybrid Damping System
Abstract: Installation of energy dissipaters enhances the energy dissipation capacity of the structure. For an earthquake response, energy dissipation capacity and an innovative approach of design of these systems, this research work recommends use of Steel moment resisting frame (SMRF) enhanced with passive energy dissipaters. Non-linear time history analysis of a ten storied steel structure is carried out, with incremental dynamic loading of seven scaled earthquake ground motion time history records. …
Published in International Journal of Structural Engineering and Analysis · Vol. 7, Issue 1, 2021 · pp. 1–10 Read article
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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
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Progressive Collapse of G+4, G+7, G+11 Building Subjected to Blast Load
Abstract: This project work presents the progressive collapse analysis of low rise mid rise and High rise RCC building for blast load. In structure due to the spread of local damage form one part to another part or proportionately big part of the structure gets collapsed in progressive collapse. Progressive collapse analysis is performed on low rise for G+4, medium rise for G+17 and high rise for G+22 building and its …
Published in International Journal of Structural Engineering and Analysis · Vol. 7, Issue 2, 2021 · pp. 26–34 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 G+10 Storey Building Using Structural Light weight and Normal Weight Concrete
Abstract: Concrete is considered a slight weight concrete which has density of less than 2000 kg/????3. The Structural Lightweight Concrete (SLWC) is mainly used to reduce the dead load of concrete structure. The purpose of this research is to examine and compare the results of Structural lightweight concrete by adding perlite with Normal Weight Concrete multistorey building. Often these multistorey buildings are constructed of ordinary concrete, steel, and other materials, and …
Published in International Journal of Structural Engineering and Analysis · Vol. 8, Issue 2, 2022 · pp. 1–19 Read article
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Comparative Study on Response of High-Rise Building with Normal Framing, Transfer Girder and Transfer Floor
Abstract: The rapid developments in the modern infrastructure in the present decades for High rise building requires deep knowledge of architectural and Structural design. To meet the architectural demand and to provide sufficient parking space in high rise building the structural element such as Transfer Floor and Transfer Girder are commonly design. The present research study focus on the behavior of high rise building with Transfer Girder and Transfer Floor. Total …
Published in International Journal of Structural Engineering and Analysis · Vol. 9, Issue 2, 2023 · pp. 19–31 Read article
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Seepage and Slope Stability Analysis of Earthen Dam: A Case Study of Lebu Dam, Ethiopia
Abstract: Seepage and Slope stability are a matter of remarkable concern in the construction of earthen dams where the failure of slopes may incur a severe loss of life and damage to property. The most important factors that cause instability of slope and lead to failure are gravitational force, the force due to seepage of water, sudden lowering of water adjacent to a slope and force due to earthquake. This study …
Published in International Journal of Water Resources Engineering · Vol. 7, Issue 1, 2021 · pp. 52–70 Read article
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Amplitude Characteristics of Strong Ground Motion Accelerograms - A Review
Abstract: This literature review discusses the characteristics of the strong ground motion accelerograms. The characteristics of accelerograms are essential to understand the basic loading pattern of the earthquake forces on the structure. Data from the KiK-net digital borehole accelerograph arrays in Japan are used to investigate the duration, total power, rms amplitude, and peak ground acceleration (PGA) of three significant earthquakes. We look into relationships among duration, PGA on the surface, …
Published in International Journal of Digital Communication and Analog Signals · Vol. 8, Issue 1, 2022 · pp. 10–15 Read article
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DESGINING TRANSMITTER CIRCUIT FOR BUILDING ACCELEROMETER BASED HAND GESTURE CONTROLLED ROBOT CAR
Abstract: With the aim of easing Human Machine Interaction (HMI), Hand Gesture recognition systems Recognition systems have emerged as a new feasible method to naturally communicating with machines. Since gestures are commonly used in daily life to interact human people. The transmitter circuit designed in this paper is used to be employed for creating a robot that senses human hand movements and follow the same. The accelerometer often changes sensor displacements …
Published in International Journal of Microelectronics and Digital integrated circuits · Vol. 5, Issue 2, 2019 · pp. 18–24 Read article