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Browsing DOCTORAL THESES (Earthquake Engg) by Issue Date

Browsing DOCTORAL THESES (Earthquake Engg) by Issue Date

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  • 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 ...
  • 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 ...
  • Sharda, Satish Chandra (1975)
    Well foundations of bridges are subjected to vertical forces due to dead load of structure, live load of vehicles, buoyancy pressures and vertical inertial forces due to earth quakes. They are subjected to horizontal ...
  • Unknown author (1978)
    Cable-stayed bridges are structural systems in which inclined cables emanate from one or more points of supporting towers and hold large span stiffening girders of the bridge deck at intermediate locations between ...
  • Qamaruddin, M. (1978)
    Studies of seismic performance of brick build ings have revealed their inadequacy to resist earth quake shocks due to their heavy weight, poor tensile strength, low shearing resistance, lack of proper bonding between ...
  • Singhal, Nanak Chandra (1984)
    This investigation deals with the dynamic behaviour of axisymmetric structures with emphasis on the effects due to strong ground motion. A linear elastic analysis in time domain using timewise mode superposition method ...
  • Kumar, Krishen (1984)
    Analysis has first been developed for evaluating the sliding and rocking responses of rigid objects resting on plane surfaces under combined horizontal and vertical compo nents of earthquake motion and then extended to ...
  • Gupta, L. R. (1984)
    Ductility signifies the ability of a structure or a member to undergo inelastic deflections beyond the point of first yield under static/dynamic loading while maintaining a certain maximum load carrying capacity. It is ...
  • Kumar, Ashwani (1988)
    Microearthquake investigations involve collection and study of data for small magnitude events (MO). The rate of occurrence of small magnitude events being high as compared to that of moderate and big ones, their recording ...
  • Suppiah, S. (1990)
    The frequent occurrence of destructive earthquakes in the past in various places such as, Santa Barbara, USA (1906); Koyna, India (1967); San Fernando, USA (1971); Chile (1985) and other places, causing loss of thousands ...
  • Sharma, Mukat Lal (1992)
    Monitoring of earthquakes provides basic data for seismological investigations and research. The advancement of digital technology has made it possible to record the seismic signals from many seismometer stations ...
  • Kumar, Ashok (1993)
    Strong ground motion data is the primary input for earthquake response analysis and design of structures, equipments and other life line systems. The best description of strong earthquakes is provided by accelerographs ...
  • Deb, Sajal Kanti (1993)
    Earthquake protection by base isolation of buildings has attracted considerable attention in recent years. The main concept here is to isolate the structures from ground instead of the conventional techniques of ...
  • Nikolic-Brzev, Svetlana (1993)
    A feasible technical solution of the seismic isolation system for multi-storey brick masonry buildings is presented in the Thesis Solution is based on the previous achievements in the area of base isolation technology, ...
  • Guha, Ajit Lal (1995)
    This thesis presents a comprehensive material model which is capable of simulating the in-plane behaviour of masonry from elastic range to final failure for any angle of bed joint orientation. The final element model ...
  • 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 ...
  • Kumar, Satish (1996)
    Plain land in hills is scare and therefore sloping land is being increasingly used for buildings. Economic development of hilly areas, have a marked effect on the buildings in terms of style, material and method of ...
  • Moin, Khalid (1996)
    With increasing load, a structure undergoes increasing deformation. Beyond a critical or peak load level, structure's inability to take any more loads causes failure. Failure can be distributed or localized. In general, ...
  • Parkash, Suraj (1997)
    In recent years analysis of axisymmetric structures, such as hyperbolic cooling towers, chimneys, reactor containment shells, etc., subjected to dynamic or seismic loading has attracted considerable attention, specially ...
  • Sharma, Ravi Kumar (1997)
    The dynamic stiffness properties of soils must be determined for the purpose of analyzing machine foundations and substructures subjected to earthquakes. The significant advances in mathematical techniques for analyzing ...