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    Effects of Two-Temperature on Rayleigh Wave in Generalized Magneto-Thermoelastic Media With Hydrostatic Initial Stress 

    Source: Journal of Heat Transfer:;2019:;volume( 141 ):;issue: 007:;page 72002
    Author(s): Kumari, Sangeeta; Bharti,; Singh, Baljeet
    Publisher: American Society of Mechanical Engineers (ASME)
    Abstract: The governing equations of two-temperature generalized magneto-thermoelasticity with hydrostatic initial stress are specialized in two dimensions and are solved for surface wave solutions. The appropriate solutions in a ...
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    Transverse Dynamic Response of Circular Tunnels in Blocky Rock Mass Using Distinct-Element Method 

    Source: International Journal of Geomechanics:;2018:;Volume ( 018 ):;issue: 010
    Author(s): Roy Nishant;Sarkar Rajib;Bharti Shiv Dayal
    Publisher: American Society of Civil Engineers
    Abstract: Recent cases of damage to mountain tunnels have raised concerns about the seismic performance of underground structures. The damaged sections have been majorly observed in highly fractured and weathered geological regions. ...
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    Prediction Model for Performance Evaluation of Tunnel Excavation in Blocky Rock Mass 

    Source: International Journal of Geomechanics:;2018:;Volume ( 018 ):;issue: 001
    Author(s): Nishant Roy; Rajib Sarkar; Shiv Dayal Bharti
    Publisher: American Society of Civil Engineers
    Abstract: The response of tunnel excavations in blocky rock mass is dominated by the presence of discontinuities. However, many of the studies reported in the literature consider these geological features in a simplistic manner by ...
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    Response of Multilayer Foundation System beneath Railway Track under Cyclic Loading 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 010
    Author(s): Deepankar Choudhury; Rajeev Kumar Bharti; Siddharth Chauhan; Buddhima Indraratna
    Publisher: American Society of Civil Engineers
    Abstract: For an efficient and economical design of a railway track system, it is necessary to understand the behavior of each track component with special reference to ballast and subgrade, which play a pivotal role in distributing ...
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    Relationship between Pavement Roughness and Distress Parameters for Indian Highways 

    Source: Journal of Transportation Engineering, Part A: Systems:;2013:;Volume ( 139 ):;issue: 005
    Author(s): Satish Chandra; Chalumuri Ravi Sekhar; Anish Kumar Bharti; B. Kangadurai
    Publisher: American Society of Civil Engineers
    Abstract: The present study demonstrates the relationships between pavement roughness and distress parameters like potholes, raveling, rut depth, cracked areas, and patch work. The pavement distress data collected on four national ...
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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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    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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    Performance of Precast Wall-Slab-Wall Systems under Seismic Excitation 

    Source: Journal of Structural Design and Construction Practice:;2025:;Volume ( 030 ):;issue: 001:;page 04024096-1
    Author(s): Shashiraj Shivling Chougule; S. D. Bharti; M. K. Shrimali; T. K. Datta
    Publisher: American Society of Civil Engineers
    Abstract: Precast construction shows significant growth nowadays because of its advantages over traditional cast in situ construction. There are two main types of precast systems: moment-resisting frames (MRFs) and structural ...
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