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Govind Ballabh Pant University of Agriculture and Technology, Pantnagar

After independence, development of the rural sector was considered the primary concern of the Government of India. In 1949, with the appointment of the Radhakrishnan University Education Commission, imparting of agricultural education through the setting up of rural universities became the focal point. Later, in 1954 an Indo-American team led by Dr. K.R. Damle, the Vice-President of ICAR, was constituted that arrived at the idea of establishing a Rural University on the land-grant pattern of USA. As a consequence a contract between the Government of India, the Technical Cooperation Mission and some land-grant universities of USA, was signed to promote agricultural education in the country. The US universities included the universities of Tennessee, the Ohio State University, the Kansas State University, The University of Illinois, the Pennsylvania State University and the University of Missouri. The task of assisting Uttar Pradesh in establishing an agricultural university was assigned to the University of Illinois which signed a contract in 1959 to establish an agricultural University in the State. Dean, H.W. Hannah, of the University of Illinois prepared a blueprint for a Rural University to be set up at the Tarai State Farm in the district Nainital, UP. In the initial stage the University of Illinois also offered the services of its scientists and teachers. Thus, in 1960, the first agricultural university of India, UP Agricultural University, came into being by an Act of legislation, UP Act XI-V of 1958. The Act was later amended under UP Universities Re-enactment and Amendment Act 1972 and the University was rechristened as Govind Ballabh Pant University of Agriculture and Technology keeping in view the contributions of Pt. Govind Ballabh Pant, the then Chief Minister of UP. The University was dedicated to the Nation by the first Prime Minister of India Pt Jawaharlal Nehru on 17 November 1960. The G.B. Pant University is a symbol of successful partnership between India and the United States. The establishment of this university brought about a revolution in agricultural education, research and extension. It paved the way for setting up of 31 other agricultural universities in the country.

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  • ThesisItemOpen Access
    Behaviour of buillding on sloping ground
    (G.B. Pant University of Agriculture and Technology, Pantnagar - 263145 (Uttarakhand), 2019-07) Bisht, Aayushman Singh; Vaneeta Devi
    Most of the hilly regions of India are highly seismic. Buildings situated in hilly areas are much more vulnerable during earthquake. The various floors of such building steps back towards the hill slope and at the same time buildings may have setbacks also. Analysis of hill buildings is somewhat different than the buildings on level ground, since the column of such building rests at different levels on the slope. In present study, the analysis of G+4 buildings on varying slope angles i.e. 150 , 200 , 250 , 300 and 350 with and without shear wall has been conducted. Both type of building configurations (Step Back and Step Back Setback) has been considered. The seismic forces are considered as per IS: 1893 2016. The buildings are considered in seismic zone IV and V and damping ratio of 5%. Seismic analysis has been done using Response Spectrum Analysis. 3D analytical model of buildings have been generated and analyzed using structural analysis tool “STAAD.Pro”. The response parameters base shear, top storey displacement, time period, maximum shear force and bending moment in column, are critically analyzed to quantify the effects of various sloping ground. It is found that maximum bending moment and shear force increases with increase in the slope of ground. The step back setback buildings performed better than step back buildings under earthquake forces. The base shear and top storey displacement in step back setback buildings is much lower than the setback buildings on the sloping ground. It is also observed that introduction of shear wall considerably reduces maximum bending moment and shear force in columns.