International Journal of Structural Engineering and Analysis
Volume 4, Issue 1 (2018)
Published
Table of contents
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Advanced Analysis for Structural Steel Building Design
Abstract: The 2005 AISC LRFD provision for structural steel buildings are to create it conceivable for designer to be familiar with simply the structural resistance delivered within the elastic and inelastic ranges of behavior and up to the greatest load limit state. There is an escalating awareness of the need for practical second-order analysis approach for a direct determination of overall structural system comeback. This paper tries to present an easy, …
Published in International Journal of Structural Engineering and Analysis · Vol. 4, Issue 1, 2018 · pp. 1–5 Read article
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Study on Torsional Behaviour of RC Flanged Beams Strengthened with Glass FRP
Abstract: Existing structures needs repair and rehabilitation due to Environmental deterioration, increased service loads, reduced capacity due to aging, deterioration owing to poor construction materials and workmanships and conditional need for seismic agitating. FRP has been used successfully in a large number of such uses for causes like low weight, high strength and durability. Many previous research works on torsional strengthening were focused on solid rectangular RC beams with different strip …
Published in International Journal of Structural Engineering and Analysis · Vol. 4, Issue 1, 2018 · pp. 15–21 Read article
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Structural Behavior of Bubble Deck Slab
Abstract: Concrete is dense, and 5% of the world’s CO2 is formed during the manufacture of the cement that goes into it. Then there is the aggregate that is dug out and the trucks that have to carry it. Not only, but the extreme amount of the concrete that is in a slab isn't even desired; it is just a spacer between the bottom, where the reinforcing steel is in tension, …
Published in International Journal of Structural Engineering and Analysis · Vol. 4, Issue 1, 2018 · pp. 22–26 Read article
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A Study on Retrofitting of RCC Beam Column Joint Using Ferro Cement
Abstract: Reinforced concrete is termed as one of the most profusely used construction material, not only used in the developed countries but also in various remote areas of developing countries. Numerous reinforced concrete structures are built yearly and large numbers of these declines before the end of their design life. The present paper represents the change of Reinforced concrete structural components which are found to display distress, even before their service …
Published in International Journal of Structural Engineering and Analysis · Vol. 4, Issue 1, 2018 · pp. 27–30 Read article
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Experimental Study of Concrete Using Crumb Rubber with Partial Replacement of Fine Aggregates
Abstract: The cost effective About one crore 10 lakhs all types of new vehicles are added all year to the Indian roads. The increase of about three crores discarded tyres each year stance a potential threat to the environment. The greatest way to overcome this problem is to catch alternative aggregates for construction. The proposed work presents an investigational study of result of use of solid waste material (crumb rubber) in …
Published in International Journal of Structural Engineering and Analysis · Vol. 4, Issue 1, 2018 · pp. 31–35 Read article
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Analysis of Cracks in Structure and Remedies
Abstract: Cracking the most difficult challenge faced by Engineer is to be carried out as a process of repairs and remedial measures which are to be important for cracks. It is also important to view in particular way of the cause and the access to importance to be taken for prevention. For remedies or restoration of structure to be remain successful in producing a desired result & also necessary that the …
Published in International Journal of Structural Engineering and Analysis · Vol. 4, Issue 1, 2018 · pp. 36–46 Read article
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Design of Deep Beam Using Strut-and-Tie Method A Case Study of Pile Cap
Abstract: This study takes a look at modeling of deep beam using strut-and-tie method using pile cap as a case study. There are B and D region in the deep beam (B standing for beam or Bernoulli and D standing for discontinuity or disturbance). A deep beam has a span-depth, a/d ratio ranging from 2.0 to 2.5. Thereafter, the strut-and-tie modeling (STM) of pile cap was displayed. The STM was later …
Published in International Journal of Structural Engineering and Analysis · Vol. 4, Issue 1, 2018 · pp. 6–14 Read article