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297 articles for “displacements”
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Seismic Analysis of G + 10 Rc Frame Building by Using IS 1893, EC 8 & UBC seismic codes.
Abstract: The present study investigates the behaviour of G+10 storey rectangular shaped building provided with water tank at different locations total four model of G+10 storey building are prepared. The seismic of G+10 storey building is carried out by using structural analysis computer program STAAD Pro. The dynamic analysis (Response Spectrum Method) of G+10 storey rectangle shaped building with water tank at a different locations is carried out by using structural …
Published in Journal of Structural Engineering and Management · Vol. 6, Issue 1, 2019 · pp. 47–54 Read article
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Seismic Analysis of Symmetrical and Unsymmetrical Multistory Building with Shear Wall and Hybrid Shear Wall
Abstract: Shear walls are structural systems which provide stability to structures from lateral loads like wind, seismic load. Shear walls are added to the building interior to provide more strength and stiffness to the building when the exterior walls cannot provide enough strength and stiffness. It is necessary to provide these shear walls when the tolerable span width ratio for the floor or roof diaphragm is exceeded. Shear walls are mainly …
Published in Journal of Structural Engineering and Management · Vol. 6, Issue 3, 2019 · pp. 32–35 Read article
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SEISMIC ANALYSIS OF G+10 BUILDING WITH DIFFERENT TYPES OF BRACING BY USING ETABs SOFTWARE
Abstract: In general the most suitable choices in improvement of steel frame against lateral loading is used steel bracing system. In this study, the seismic analysis of steel buildings with different types of bracings is studied. The bracing system used are X-bracings, V-bracings, ZX-bracings and inverted V-bracings compared with moment resisting frame. The bracings are provided along wall. The building is modeled and analyzed using ETABs software for 11 storey (G …
Published in Journal of Structural Engineering and Management · Vol. 6, Issue 2, 2019 · pp. 34–37 Read article
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Analysis of Specially Configured Large Ferrocement Water Tank
Abstract: Ferrocement construction technology is quite popular throughout the world for a long time. Ferrocement, a thin element composite of cement concrete mortar, wire mesh with skeleton steel is used as a building construction as well as a repair material. In this work, a special configuration is selected with different bar arrangement used for supporting skeleton steel in a large ferrocement water tank. Welded wire mesh is used in this water …
Published in Journal of Structural Engineering and Management · Vol. 6, Issue 3, 2019 · pp. 12–19 Read article
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Seismic Evaluation of RC Framed Buildings using Performance Based Design
Abstract: Seismic resiliency of new buildings has developed over the years due to enhancements in seismic codes and design practices. Though, existing buildings designed and built under past codes are vulnerable and require a performance-based screening and retrofit prioritizing. Performance based seismic design provides a framework for determining the level of safety and level of property protection in earthquake events with the consideration of uncertainties in the quantification of possible hazard …
Published in Journal of Structural Engineering and Management · Vol. 7, Issue 1, 2020 · pp. 33–41 Read article
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Effect of Viscoelastic Dampers on Progressive Collapse Resistance of RC Building
Abstract: Natural as well as man-made hazards may cause the failure of the primary load bearing members of buildings. The spread of an initial local failure from element to element, eventually result into the collapse of an entire structure or a large part of it, which is known as Progressive Collapse. Progressive collapse initiates when one or more primary load bearing elements get fails causing failure of the entire structure. It …
Published in Journal of Structural Engineering and Management · Vol. 4, Issue 1, 2017 · pp. 27–34 Read article
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Advanced Modeling and Static Analysis of Inverted Umbrella Roof Shell Using ANSYS
Abstract: In this objective paper, an inverted umbrella roof shell are designing and modeling for the static analysis in ANSYS (15) using finite element method. The finite element analysis is carried by using total deformation and normal stresses in longitudinal direction and on X and Y plane to determine, respectively. Responses of umbrella roof shell results are linear and quadratic variation of the membrane displacements in the inverted direction are investigated …
Published in Journal of Structural Engineering and Management · Vol. 4, Issue 2, 2017 · pp. 31–35 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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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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Investigation of Web-Hole Effect on Web Crippling Strength of Cold Formed Channel Section
Abstract: This paper presents an experimental, theoretical and numerical investigation on lipped channel sections with circular web holes subjected to two loading conditions as specified in the American specifications for cold formed steel structures, namely, interior-two-flange and end-two-flange. For interior-two-flange, the web holes are provided (i) at center beneath bearing plate and (ii) at offset distance. For end-two-flange, web holes are provided at (i) center beneath bearing plate and (ii) 1/4th …
Published in Journal of Structural Engineering and Management · Vol. 2, Issue 2, 2015 · pp. 6–12 Read article
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A New Hyperbolic Shear Deformation Theory for Flexure of Thick Simply Supported Beam
Abstract: A new hyperbolic shear deformation theory for flexure of simply supported thick or deep beam, taking into account transverse shear deformation effects, is developed. The number of variables in the present theory is same as that in the hyperbolic shear deformation theory. The governing differential equations and boundary conditions are obtained by using the principle of virtual work. The trigonometric function is used in displacement field in terms of thickness …
Published in Journal of Structural Engineering and Management · Vol. 1, Issue 3, 2014 · pp. 15–22 Read article
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Comparative Analysis of Structure Subjected to Blast Loading
Abstract: Structures are constantly evolving with regard to the safety and usability criteria. The structures are expected to provide safe shelter for the dwellers by providing economy and value at the same time. As we progress further into the twenty-first century, engineers are presented with modern problems that their predecessors were almost none accustomed to. Blast loads on the structures were one of such loads that the engineers in the past …
Published in Journal of Structural Engineering and Management · Vol. 8, Issue 1, 2021 · pp. 8–14 Read article
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Dynamic Wind and Seismic Effect on Hexagrid Structure
Abstract: As the height of the structure increases above 80m the wind lateral forces on the structure become more and more dominant than others. Furthermore, the wind dynamic calculation required for the proper Analysis of the wind. In the current paper the wind gust force has calculated by using IS 875:2015. The calculated forces have been applied on the Steel moment frame building along with the peripheral braced system. The peripheral …
Published in Journal of Structural Engineering and Management · Vol. 8, Issue 1, 2021 · pp. 15–23 Read article
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Comparative Study of Design Parameters of Flat Slab, Waffle Slab and Conventional Slab Using Etabs Software
Abstract: Different types of slab systems are conventional reinforced concrete slab which consist of beams and column for load transfer mechanism, Flat slab is that in which beams are not present and the slab is directly rested on the columns, and waffle slab is one in which the combination of deck and a system of equally spaced parallel ribs, having monolithic inter-section, that can be constructed in either orthogonal or skew …
Published in Journal of Structural Engineering and Management · Vol. 8, Issue 3, 2021 · pp. 7–14 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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Literature Review on Structural Role of Diagrids in High-Rise Structure under dynamic forces
Abstract: Abstract – The Present literature Review focus on the response of high-rise structure using diagrids structural elements, various research work is conducted on diagrids by making variation in diagrids shape, Angle of Inclination, Location, and geometric properties. The main aim of this Literature review is to find suitable research gap on topic related to diagrids. This review paper summarizes various research work achieved by diagrid structural system for high rise …
Published in Journal of Structural Engineering and Management · Vol. 9, Issue 1, 2022 · pp. 10–16 Read article
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Progressive Collapse of RC Frame Subjected to Dynamic Loading
Abstract: The present research work is carried on progressive collapse analysis of RCC building considering seismic effect and Time History Analysis. The spread of local damage lead to damage element to element ultimately leads to collapse of larger structure. Progressive collapse analysis is performed on high rise G+22 structure using finite element-based computer program under various loading condition. The response of RCC framed structure under seismic loading and Time History Analysis …
Published in Journal of Structural Engineering and Management · Vol. 9, Issue 1, 2022 · pp. 26–33 Read article
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Analysis of G+6 Diagrid building to Rectangular building
Abstract: Now a days the various types of building are used in our growing area like conventional building, tall building and diagrid building. But with demanding of building structures are also leads to demand of heavy structure durability and their strength. So this is very important to design building very effectively and durable. The diagrid elements in building is give strengthen to our building. And in present scenario this is very …
Published in Journal of Structural Engineering and Management · Vol. 9, Issue 1, 2022 · pp. 17–25 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 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