• PARAMETRIC STUDY AND DESIGN FORMULATION OF ALUMINIUM DAMPERS 

  Kumar, P.S.R.S.Pavan (I I T ROORKEE, 2019-06)

  The energy dissipation potential of a metallic damper depends mostly on the hysteretic response attained due to the inelastic deformation of plates under axial or flexural or shear loading. Mainly considering the metallic ...
• SESIMIC BEHAVIOUR OF FOUNDATIONS ON ROCK SLOPES 

  Prakash, Shikhar (I I T ROORKEE, 2019-06)

  During a seismic event, the buildings situated on slopes are more vulnerable than those located on flat ground. The foundations placed on the slopes have reduced bearing capacity as compared to the flat surface. This reduced ...
• EVALUATION OF EARTHQUAKE HAZARD POTENTIAL OF ANDAMAN REGION, INDIA 

  Prakash, Jagtap Pritam (I I T ROORKEE, 2019-06)

  In the present study, a deterministic seismic hazard assessment of Andaman and Nicobar region is carried out, which is one of the most seismically active regions of India. Which usually need estimate of return period, ...
• EFFECTS OF DEGREE OF SATURATION ON DYNAMIC SOIL PROPERTIES 

  Khan, Khursheed Ahmad (I I T ROORKEE, 2019-06)

  Failure of soil subjected to dynamic loading is greater. Therefore, it is important to study the response of soil under dynamic loading. Thus the dynamic soil property is an important parameters to be studied. Dynamic soil ...
• STUDY OF VARIATION OF STRESS CONCENTRATION IN COMPOUND SHEAR WALL 

  Jain, Sumit (I I T ROORKEE, 2019-06)

  It has been established in past that the location of stress concentration in any structure is often the point where failure occurs or it serves as site for start of propagation leading to failure. This phenomenon when ...
• ESTIMATION OF SOURCE PARAMETERS OF LOCAL EARTHQUAKES IN THE ENVIRONS OF TEHRI DAM SITE 

  Pathak, Abhishek (I I T ROORKEE, 2019-06)

  The objective of this study is to calculate Hypocentre parameters and source parameters of local events recorded at the seismological laboratory of IIT ROORKEE by employing 12 stations network around Tehri dam region. ...
• SEISMIC PERFORMANCE OF FRAMED TUBE STRUCTURES 

  V., Avanish (I I T ROORKEE, 2019-06)

  Tall buildings are subjected to high lateral loads due to wind and earthquake forces, which would lead to high costs and the design would be economically unfeasible using traditional structural systems. Hence, in order to ...
• LANDSLIDE SUSCEPTIBILITY MAPPING OF UTTARAKHAND REGION 

  Rakesh, Gandamal (I I T ROORKEE, 2019-06)

  Landslides are transient and instantaneously happening and damaging natural hazard in mountains. However, landslides turn into a disaster mainly due to the immature geology connected with external triggering factors which ...
• SEISMIC ANALYSIS OF A NUCLEAR POWER PLANT 

  Nautiyal, Praveen (I I T ROORKEE, 2019-06)

  In recent years, analysis of massive structures (which can generate threat to society) such as hyperbolic cooling towers, chimneys, reactor containment shells, etc., subjected to seismic excitation, has attracted a ...
• BLAST ENERGY DISSIPATION USING VISCOELASTIC DAMPING PAD AND DESIGN OF A BLAST RESISTANT WALL 

  Maity, Arka (I I T ROORKEE, 2019-06)

  This end term evaluation report gives an overview of the blast phenomenon and subsequent e ects on structures, behaviour of elastomer (viscoelastic materials) under cyclic loading, and an idea about blast energy dissipation ...
• NEAR AND FAR FAULT GROUND MOTION EFFECT ON CONCRETE GRAVITY DAM 

  Pundrik, Prince (I I T ROORKEE, 2019-06)

  This thesis tends to investigate the effect of near fault and far fault ground motions on concrete gravity dam. Forward directivity and long duration high energy velocity pulse, causes response of the dam under near fault ...
• ATTENUATION RELATIONSHIP FOR NORTH-EAST INDIAN REGION 

  Chauhan, Sushant (I I T ROORKEE, 2019-06)

  Ground motion attenuation relationship is the most significant and useful topic in engineering seismology. It provides the background for seismic resistant design, seismic zonation map and seismic hazard analysis. Based ...
• ESTIMATION OF SEISMIC HAZARD PARAMETERS FOR UTTARAKHAND REGION 

  Soni, Komal (I I T ROORKEE, 2019-05)

  Seismic hazard is a natural phenomenon generated by an earthquake that causes rupture of faults, ground shaking or soil liquefaction. It incorporates the estimation ground shaking in quantitative form at a particular ...
• ANALYSIS OF ECCENTRICALLY BRACED FRAMES WITH SHEAR LINKS 

  Mushtaq, Zeeshan (I I T ROORKEE, 2019-06)

  The application of eccentrically braced frames (EBFs) as lateral load resisting system has become increasingly popular due to its high stiffness and excellent ductility. This thesis presents the seismic assessment of a ...
• INTERFERENCE OF STRIP FOOTINGS RESTING ON LEVEL AND SLOPING GROUNDS 

  Jain, Girik (I I T ROORKEE, 2019-06)

  The structures are quite often constructed close to each other due to lack of space, which results in the close placement of the footings. The close placement of footings causes them to interfere with each other. The ...
• STUDY OF INELASTIC RESPONSE OF OPEN-GROUND STOREY RCC BUILDINGS 

  Abbas, Zeeshan (I I T ROORKEE, 2019-06)

  Reinforced Concrete (RC) frames with unreinforced masonry infills (URM) are the most commonly used construction practice in India and worldwide. The infills are generally treated as nonstructural elements and are not ...
• SEISMIC PERFORMANCE ASSESSMENT OF MEGA-BRACED FRAME 

  Banita (I I T ROORKEE, 2019-06)

  Mega-braced frame is mainly preferred in designing of super-tall buildings, but to check the adequacy of mega-braced frame for low-rise, mid-rise, and high-rise buildings, seismic assessment of these buildings is necessary ...
• COMPARATIVE STUDY OF SHEAR WAVE VELOCITY USING FIELD AND LABORATORY TESTS 

  Sharma, Vatan (I I T ROORKEE, 2019-06)

  A comparative study of shear wave velocity between field and laboratory tests has been proposed in the present study. The bender element test was adopted for laboratory test while MASW and SPT tests for field measurement ...
• EFFECT OF SITE CITY INTERACION ON THE RESPONSE OF BUILDING USING SURFACE WAVE LOADING 

  Ali, Md Jeeeshan (I I T ROORKEE, 2019-06)

  This thesis presents a unique research, on what will be the effect on ground motion due to Rayleigh wave generated during the earthquake and to find out what will be the effect on free field ground motion due to the ...
• DEVELOPMENT OF FEEDBACK LOOP ALGORITHM FOR PSEUDO-DYNAMIC TESTING 

  Manojkumar, Ajmera Shreyansh (I I T ROORKEE, 2019-06)

  In understanding the dynamic behaviour of many structures where analytical modelling does not suffice and in the development of the codal provisions, experimental testing has remain the common thing to rely on. Many ...

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