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    Progressive Collapse of Three-Dimensional Semi-Rigid Jointed Steel Frames 

    Source: Journal of Performance of Constructed Facilities:;2016:;Volume ( 030 ):;issue: 003
    Author(s): Milan Bandyopadhyay; Atul Krishna Banik; Tushar Kanti Datta
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, a simplified numerical model is developed for studying the progressive collapse of three-dimensional semi-rigid jointed steel frames under static loading conditions using rotational springs. So far in the ...
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    Progressive Collapse of Three-Dimensional Semi-Rigid Jointed Steel Frames 

    Source: Journal of Performance of Constructed Facilities:;2016:;Volume ( 030 ):;issue: 003
    Author(s): Milan Bandyopadhyay; Atul Krishna Banik; Tushar Kanti Datta
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, a simplified numerical model is developed for studying the progressive collapse of three-dimensional semi-rigid jointed steel frames under static loading conditions using rotational springs. So far in the ...
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    Attaining Optimum Passive Control in Liquid-Storage Tank by Using Multiple Vertical Baffles 

    Source: Practice Periodical on Structural Design and Construction:;2021:;Volume ( 026 ):;issue: 003:;page 04021018-1
    Author(s): Sourabh Vern; Mahendra Kumar Shrimali; Shiv Dayal Bharti; Tushar Kanti Datta
    Publisher: ASCE
    Abstract: The effect of vertical baffles as the passive control in liquid storage tanks (LSTs) on the reduction of seismic responses was investigated for bidirectional earthquake excitations. Various baffle configurations were ...
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    Control of Secondary Systems Response in a Base-Isolated Building under Tridirectional Ground Motion 

    Source: Practice Periodical on Structural Design and Construction:;2021:;Volume ( 027 ):;issue: 001:;page 04021060
    Author(s): Vishal Kamble; Shiv Dayal Bharti; Mahendra Kumar Shrimali; Tushar Kanti Datta
    Publisher: ASCE
    Abstract: The studies on the seismic control of a secondary system (S-system) in the base-isolated primary system under multicomponent earthquake is scanty. In this study, an S-system response mounted on a floor of a three-dimensional ...
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    Optimum Coefficient of Friction in FPS for Base Isolation of Building Frames 

    Source: Practice Periodical on Structural Design and Construction:;2022:;Volume ( 027 ):;issue: 004:;page 04022042
    Author(s): Aditi Shivachandra Vibhute; Shiv Dayal Bharati; Mahendra Kumar Shrimali; Tushar Kanti Datta
    Publisher: ASCE
    Abstract: Base isolation of structures with a friction pendulum system (FPS) has been a topic of great interest for research in the past. The efficiency of the FPS system in isolating a structure depends upon a number of crucial ...
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    Response Behavior of Buildings under the Simultaneous Actions of Surface Blast and Progressive Collapse 

    Source: Journal of Performance of Constructed Facilities:;2021:;Volume ( 036 ):;issue: 002:;page 04021119
    Author(s): Sunita Tolani; Shiv Dayal Bharti; Mahendra Kumar Shrimali; Tushar Kanti Datta
    Publisher: ASCE
    Abstract: Due to the near blast condition, columns on the front face of the building may snap off in the blast load’s initial state, leading to a condition of the blast load and progressive collapse effects occurring simultaneously. ...
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    Optimum Seismic Control and Safety Measures in Liquid Storage Tanks by the Amalgamation of Different Passive Control Devices 

    Source: Journal of Performance of Constructed Facilities:;2022:;Volume ( 036 ):;issue: 003:;page 04022026
    Author(s): Sourabh Vern; Mahendra Kumar Shrimali; Shiv Dayal Bharti; Tushar Kanti Datta
    Publisher: ASCE
    Abstract: Severe damage and failure of liquid storage tanks (LSTs) due to earthquakes have been observed. Consequently, various strategies for alleviating the seismic safety of LSTs have evolved, of which energy dissipative devices ...
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    Coupled Analysis of Reinforced Concrete Building under Surface Blast 

    Source: Practice Periodical on Structural Design and Construction:;2023:;Volume ( 028 ):;issue: 004:;page 04023043-1
    Author(s): Sunita Tolani; Shiv Dayal Bharti; Mahendra Kumar Shrimali; Tushar Kanti Datta
    Publisher: ASCE
    Abstract: A three-dimensional (3D) model of a six-story building subjected to a surface blast is analyzed using the coupled numerical approach. The simulation incorporates the explosion process, shock wave propagation through air ...
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    Effect of Surface Blast on Multistory Buildings 

    Source: Journal of Performance of Constructed Facilities:;2020:;Volume ( 034 ):;issue: 002
    Author(s): Sunita Tolani; Shiv Dayal Bharti; Mahendra Kumar Shrimali; Tushar Kanti Datta
    Publisher: ASCE
    Abstract: A surface explosion imparts both the air pressure and ground acceleration on structures. Very little literature is available on the effect of a surface blast on structures, especially for multistory buildings. In the present ...
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