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    Behavior Of Partially Prestressed Concrete T-Beams Having Steel Fibers Over Partial Or Full Depth - An Experimental And Analytical Study 

    Thomas, Job (2011-12-12)

    New Analytical And Numerical Methods For The Study Of Nonlinear Oscillators 

    Roy, Debasish (2013-07-02)

    Enhancing The Potential Of Class F Fly Ashes For Geotechnical And Geoenvironmental Applications 

    Moghal, Arif Ali Baig (2013-07-19)
    Thermal power station in most countries is saddled with the problem of fly ash disposal and unless suitable avenues are found for its proper use, this would pose a gigantic problem to the power sector. Disposal of huge ...

    Studies On Characterization Of Self Compacting Concrete : Microstructure, Fracture And Fatigue 

    Hemalatha, T (2013-09-11)
    Evolution of concrete is continuously taking place to meet the ever-growing demands of the construction industry. Self compacting concrete (SCC) has emerged as a result of this demand to overcome the scarcity of labour. ...

    Constitutive Behaviour Of Partly Saturated Fine Grained Soils 

    Herkal, R N (2013-08-19)

    Analysis And Prediction Of Compaction Characteristics Of Soils - An Integrated Approach 

    Manoj, M (2013-07-02)

    Artificial Neural Networks And Artificial Intelligence Paradigms In Damage Assessment Of Steel Railway Bridges 

    Barai, Sudhirkumar V (2013-06-13)

    Role Of Physico-Chemical Factors In The Heave And Collapse Behaviour Of Laboratory Desiccated Soils 

    Rami Reddy, P Mohan (2012-05-08)

    Assessment Of Seismic Hazard With Local Site Effects : Deterministic And Probabilistic Approaches 

    Vipin, K S (2013-04-26)
    Many researchers have pointed out that the accumulation of strain energy in the Penninsular Indian Shield region may lead to earthquakes of significant magnitude(Srinivasan and Sreenivas, 1977; Valdiya, 1998; Purnachandra ...

    Fracture Energy And Process Zone In Plain Concrete Beams (An Experimental Study Including Acoustic Emission Technique) 

    Muralidhara, S (2013-05-20)
    Concrete, which was hitherto considered as a brittle material, has shown much better softening behavior after the post peak load than anticipated. This behavior of concrete did put the researchers in a quandary, whether ...
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    AuthorGupta, Sayan (2)Adapa, Murali Krishna (1)Adhikari, Sondipon (1)Ahmed, Nasrellah Hassan (1)Ali, Shaik Faruque (1)Anitha, M (1)Barai, Sudhirkumar V (1)Basak, Bisakha (1)Basha, B Munwar (1)Bhattacharya, Gouri Sankar (1)... View MoreSubject
    Structural Engineering (86)
    Soil Mechanics (16)Structural Analysis (Civil Engineering) (9)Structural Analysis (7)Fine Grained Soils (6)Earthquake Engineering (5)Finite Element Analysis (5)Fly Ash (5)Fracture Mechanics (4)Seismic Loading (4)... View MoreDate Issued2010 - 2018 (68)2006 - 2009 (17)Has File(s)
    Yes (86)

    etd@IISc is a joint service of SERC & J R D Tata Memorial (JRDTML) Library || Powered by DSpace software || DuraSpace
    Contact Us | Send Feedback | Thesis Templates
    Theme by 
    Atmire NV