All articles

Published Subscription 9 Jan 2021

Thermally Induced Stresses in Cross-Ply Laminated Plates Using Four Variable Theory

By Sanjay Kantrao Kulkarni

Abstract: A thermal analysis of simply supported isotropic, orthotropic, two layer antisymmetric and three layer symmetric composite laminated plates is presented. A four variable trigonometric shear deformation theory is used. This theory has only four unknown variables as compared to other higher order theories with five or more than five unknown variables. This is a displacement based equivalent single layer theory. The in-plane displacement field of this theory consists of trigonometric …

Published in International Journal of Structural Engineering and Analysis · Vol. 6, Issue 2, 2020 · pp. 35–54 Read article

Published Subscription 9 Jan 2021

Nonlinear Pushover Analysis of RC Frame Considering SSI Effect: A Review

By Akshay Singh Gurjar, Aditya Sharma, Mukesh Pandey

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

Published Subscription 24 Nov 2020

Composite Laminated Cantilever Beam Administer to The Varying Load Using Hyperbolic Shear Deformation Theory

By Durgesh Hasanrao Tupe, A.G. Dahake, G.R. Gandhe

Abstract: The current research consolidates an answer for the flexural examination of basically cantilever beam four layer laminated beam with varying load by utilizing hyperbolic shear deformation theory. These bar numerical are obtained by executing higher shear disfigurement hypothesis having displacement field over the beamcross-segment. Plan relies upon course of action of a beam spoke to by rule of virtual work methodology through the thickness of an overlay beam. Overseeing differential …

Published in International Journal of Structural Engineering and Analysis · Vol. 6, Issue 2, 2020 · pp. 26–34 Read article

Published Subscription 15 Sep 2020

Finite Element Modeling of RC Beam Column Sub-assemblages Subjected to Column Loss Scenario

By Sanjeev Bhatta, Jian Yang, Qing-Feng Liu

Abstract: Progressive collapse is a situation where a failure of whole or large part of a structure occurs that has been initiated by failure of a relatively small part of the structure such as failure of any primary structural element. When a vertical load carrying element, typically a column is lost, the loads that are supposed to pass through lost column need to be safely transferred to the adjacent elements to …

Published in International Journal of Structural Engineering and Analysis · Vol. 6, Issue 2, 2020 · pp. 1–20 Read article

Published Subscription 26 Jun 2020

Comparison between with and without horizontal bracing on sloping and plain ground: seismic zone iii

By K. K. Pathak, Salunkhe U.S

Abstract: In this work, the structure selected for study is G+12 storied regular RC residential building. The seismic analysis of 5 bays (6m x 6m room size) buildings on varying slope angles were studied and compared with the same on the flat ground. The seismic forces of zone III were considered as per IS: 1893:2002 in STAAD.Pro software for the structural analysis. In this paper columns, plinth beams, slab beams and …

Published in International Journal of Structural Engineering and Analysis · Vol. 6, Issue 1, 2020 · pp. 1–14 Read article

Published Subscription 26 Jun 2020

Static Analysis of Precast Concrete Piles using Resonance Moment–Displacement Method

By Temple Nwofor, Sule S., Ihuanne E.N.

Abstract: This paper presents the results of static analysis of circular precast single piles from critical buckling load by resonance moment-displacement approach. The circular precast single piles of different support conditions; pinned-pinned, fixed-fixed, and fixed-pinned were investigated. The critical buckling load was evaluated as the resonance moment-total deflection ratio. A computer program coded in basic language was invoked to carry out a composite analysis of single piles from critical buckling load …

Published in International Journal of Structural Engineering and Analysis · Vol. 6, Issue 1, 2020 · pp. 52–61 Read article

Published Subscription 13 Jun 2020

Seismic Performance Of RC Elevated Liquid Storage Tank Supported On Partial Shaft Type And Full Shaft Type Staging.

By M.N. Mangulkar, Nisha Paikrao

Abstract: Elevated water tanks are mostly used in public water distribution system. These structures are most vulnerable under earthquake excitation due to large lumped mass concentrated at the top of slender supporting structure. In this dissertation, a comparative study is made on seismic performance of elevated intze shape water tank supported partial shaft type staging and full shaft type staging of 2,50,000 litre capacity. The analysis s carried out in accordance …

Published in International Journal of Structural Engineering and Analysis · Vol. 6, Issue 1, 2020 · pp. 40–51 Read article

Published Subscription 13 Jun 2020

Effect of Shear Wall on Seismic Performance of High Rise Building Adopting Linear Dynamic Analysis

By Ritesh D. Bora, Ajay G. Dahake

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

Published Subscription 13 Jun 2020

Optimal Design of Cantilever Retaining Wall Using Relief Shelve: A Review

By Ajay G. Dahake, Ajinkya S. Saraf

Abstract: The sectional dimensions of retaining wallessentially depends on the active lateral earth pressure acting on it. Many researchers have struggledon researches to minimize the effective lateral pressure and to adopt the optimized and economical design for retaining walls. Provision of relief shelves to retaining walls reduces the lateral earth pressure, this type of retaining wall is considered as a special type of retaining wall. For high cantilever wall, there will …

Published in International Journal of Structural Engineering and Analysis · Vol. 6, Issue 1, 2020 · pp. 29–39 Read article

Published Subscription 11 Apr 2020

Thermo-elastic flexural analysis of cross-ply laminated beams

By Sanjay Kantrao Kulkarni

Abstract: The present paper is concerned with the thermal analysis of symmetric and antisymmetric cross ply laminated beams subjected to temperature distribution across the thickness of laminated beam. A higher order shear deformation theory is used. The displacement field in terms of thickness coordinate is expanded up to cubic term to have a quadratic variation of the transverse shear strains and transverse shear stresses. This avoids the need of shear correction …

Published in International Journal of Structural Engineering and Analysis · Vol. 6, Issue 1, 2020 · pp. 62–73 Read article

Published Subscription 27 Dec 2019

Review on Seismic Behavior of Structure with Transfer Floor and Transfer Girder: a Finite Element Static and Dynamic Analysis

By Shaikh Imran Shaikh Afser, R. M. Sawant

Abstract: ABSTRACTThe construction of high-rise buildings has presented the engineers with various challenges like the provision of gathering halls and parking floors accompanied with residential apartments and hotel suites on the next floors. This provision requires different column positioning on different floors. For construction of these structures with vertical irregularities, transfer floor or transfer girder is provided between these different column arrangements. This paper aims at studying "seismic analysis of multistory …

Published in International Journal of Structural Engineering and Analysis · Vol. 5, Issue 2, 2019 · pp. 1–7 Read article

Published Subscription 27 Dec 2019

PREDICTION OF RECYCLED CONCRETE AGGREGATE SELF COMPACTING CONCRETE COMPRESSIVE STRENGTH USING MATHEMATICAL MODEL

By Srinivas Vasam, K. Jagannadha Rao, M.V. Seshagiri Rao

Abstract: Sustainable Development aims at improving the standard of life without compromising the environmental qualities and for future needs. These objectives can be achieved through recycling of construction/demolished waste. In Past, land filling of Construction and Demolished waste materials was the general solution. As raw Construction Material Charges have risen dramatically, we have to look for alternative solutions and methods, such as recycling of demolished waste. Recycled Aggregate Concrete not only …

Published in International Journal of Structural Engineering and Analysis · Vol. 5, Issue 2, 2019 · pp. 34–43 Read article

Published Subscription 27 Dec 2019

Review on Seismic Analysis of Overhead Storage Reservoir

By Nisha Paikrao, Madhuri N. Mangulkar

Abstract: Water is a human basic need for daily life. Sufficient water distribution in a certain area is depending on the design of a water tank. An overhead water tank is a large water storage container constructed to hold water supply at a certain height to pressurization of the water distribution system. Thus Water tanks are very important for public utility and industrial structure. Huge water mass concentrated at the top …

Published in International Journal of Structural Engineering and Analysis · Vol. 5, Issue 2, 2019 · pp. 25–33 Read article

Published Subscription 27 Dec 2019

Experimental Study of Self –Healing in Reinforced Concrete Flexural Elements

By Chandra Mouli Vemury, Marco Corradi, Bhavesh Patel

Abstract: Concrete structural elements undergo cracking under tensile stresses which can adversely affect the performance of these members. The increased availability of design solutions facilitating the self-healing of the cracked concrete elements can lead to the enhancement of the service life of concrete structures. This paper presents the findings of an experimental study where shape memory materials such as Constantan and Nitinol wires have been used in flexural concrete elements. Tests …

Published in International Journal of Structural Engineering and Analysis · Vol. 5, Issue 2, 2019 · pp. 12–24 Read article

Published Subscription 27 Dec 2019

Comparative Study on Reinforced Cement Concrete Structures and Concrewall Structures

By Shubhangi J. Patil, S.P. Nirkhe

Abstract: Developing countries especially those in India, are facing the challenge of a growing middle class with greater demand for housing facilities. Faster and more affordable methods of construction are being sought after it, more than ever before as the action of emergency response. Increased innovation aimed at reducing the cost of construction, and creating affordable housing, is being integrated into methods of building and construction. This has led to introduction …

Published in International Journal of Structural Engineering and Analysis · Vol. 5, Issue 2, 2019 · pp. 8–11 Read article