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Browsing DOCTORAL THESES (Earthquake Engg) by Title

Browsing DOCTORAL THESES (Earthquake Engg) by Title

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  • Malik, Shipra (2009)
    Determination of seismic velocity structure of crust and upper mantle of the earth is one of the major objectives of seismology. Accurate velocity information is necessary for a variety of purposes, including the location ...
  • Bhardwaj, Rakhi (Dept. of Earthquake Engineering iit Roorkee, 2013-10)
    Earthquake Early Warning (EEW) system is considered as one of the real-time earthquake damage mitigation measures, which detects, analyses and transmits information of the impending ground shaking prior to the arrival ...
  • Anand, Animesh (Department of Earth Sciences,IITR., 2016)
    Ambient noise can be used to generate tomographic images that give us an idea of various geological features prevalent in the subsurface. Ambient noise is used to generate shallow depth images. Such images can be used to ...
  • Chandrasekaran, V. (1974)
    Critical evaluatic.n of the ?xisting literature on dynamic and earthquake forces on pile foundations embedded in .soils, reveals the need for further studies on this subject This thesis presents the theoretical and ...
  • Ahir, Nitesh (Dept. of Earthquake Engineering iit Roorkee, 2015-07)
    One of engineering requirements after a big earthquake is rehabilitation of damages in structures. Further, these damages can be visible or of invisible nature, and / or sometimes, it is difficult to reach the location ...
  • Sachdeva, Rajiv (Dept. of Earthquake Engineering iit Roorkee, 2014-12)
    Strong Ground Motion (SGM) record at a particular site during an occurrence of earthquake is a result of complex – non linear combination of many factors. For design of engineering structures for a specified region the ...
  • Kumar, Sengar Ketan (Department of Earthquake Engineering IITR, 2016-05)
    The present work aims at the introduction and application of Markov and semi-Markov models in estimating the waiting times and magnitudes of the great earthquakes in future. These model assumes that the successive ...
  • Reddy, Tiyyagura Brahma (Department of Earthquake Engineering IITR, 2016-05)
    It is well known fact that massive structures like dam attract lot of external interests other than engineering. It may not be always possible to build a dam on safe locations from engineering and geological point of ...
  • Mridula (Dept. of Earthquake Engineering iit Roorkee, 2016-05)
    This research work was carried out with the following objectives: to identify seismically susceptible areas using Pattern Recognition (PR); segmentation of longer tectonic units using PR and assessment of seismic hazard ...
  • Chidambaram, R. Siva (Dept. of Earthquake Engineering iit Roorkee, 2016-02)
    There is a continuous research on the behaviour of joints particularly to increase shear strength. The conventional way to enhance the joint’s shear strength is to provide increased dimension with closely spaced transverse/shear ...
  • T V, Pradeep Kumar (2009)
    Integral bridges being safe and aesthetically pleasing is gaining popularity in most of the countries including India, because of its low initial cost, reduced long-term maintenance expenses, faster construction and ...
  • Bhattacharya, Kamal (1995)
    This thesis aims to study the salient features of large-sized ferrocement tanks subjected to static and dynamic loads and to investigate their suitability and economy over r.c. tanks. These tanks featuring undulated wall ...
  • SIAVOSHNIA, MEHDI (1998)
    Ductile reinforced earth (R.E.) capable of taking compression and tension is ideal for use in geotechnical earthquake engineering. This investigation attempts to understand its behaviour in (earthen) embankments during ...
  • Nandakumaran, P. (1973)
    The current practice of considering tha dynamic behaviour of retaining walls is to take into account an increase in the lateral earth pressure as calculated from the modified Coulomb formula. This has serious limitations. In ...
  • Khandelwal, Mahima (Department of Earthquake Engineering IITR, 2016-05)
    Short rigid piles are widely used to support structures such as wind turbines, traffic signals, jetties, transmission towers, highway overhead signs and water front structures. In order to assess the effect of L/D ratio ...
  • Prajapati, Girish Narayan (Department of Earthquake Engineering, IITR, 2016-06)
    The use of the Fibre Reinforced Polymer (FRP) for the strengthening and rehabilitation of the reinforced concrete member is increasing in the past decades due to its anti-corrosion, high strength to weight ratio, ease ...
  • Goel, Rajeev (2006)
    Prestressed concrete sections are economical compared to reinforced concrete and hence, have a wide use in bridges, nuclear containment structures, buildings and other structures. Reliability of these structures mainly ...
  • Kanaujia, Abhishek kumar (Department of Earthquake Engineering IITR, 2016-05)
    Critical response is the maximum value of the response which is obtained under certain loading conditions. In present methods of seismic analysis of structures, the earthquake motion is generally considered in horizontal ...
  • Vinayak, Hemant Kumar (2008)
    In this thesis, the changes in the modal parameters due to the changes in the characteristics of the structure are studied which can be used for structural damage identification and also new directions in the area of ...
  • George, Deepak (Department of Earthquake Engineering IITR, 2016-05)
    Civil engineering strucutures undergo progressive deterioration due to aging effects. In addition to this, hazards like earthquakes, floods, blasts, etc will increase the causes of damages. Hence Structural Health Monitoring ...