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    Performance Evaluation of Hillside Buildings under Blast and Blast-Induced Ground Motion 

    Source: Journal of Performance of Constructed Facilities:;2022:;Volume ( 036 ):;issue: 005:;page 04022043
    Author(s): Mahipal Kulariya; Sandip Kumar Saha
    Publisher: ASCE
    Abstract: The present study evaluates the performance of two hillside building configurations, i.e., split foundation (SF) and step-back (SB), commonly observed in the seismically active Indian Himalayan region, under blast and ...
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    Seismic Performance of Base-Isolated Elevated Liquid Storage Tanks Considering Soil–Structure Interaction 

    Source: Practice Periodical on Structural Design and Construction:;2021:;Volume ( 026 ):;issue: 001:;page 04020062
    Author(s): Hitesh Kumar; Sandip Kumar Saha
    Publisher: ASCE
    Abstract: Seismic performance of elevated liquid storage tanks, considering soil–structure interaction (SSI), is investigated. The effects of considering SSI on the peak seismic responses, as well as on the seismic fragility of ...
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    Fragility of Steel Frame Buildings under Blast Load 

    Source: Journal of Performance of Constructed Facilities:;2017:;Volume ( 031 ):;issue: 004
    Author(s): Sameer Khan; Sandip Kumar Saha; Vasant A. Matsagar; Benno Hoffmeister
    Publisher: American Society of Civil Engineers
    Abstract: Effects of different structural configurations, member orientations and standoff distances on blast-induced failure of steel frame buildings are investigated through development of fragility curves. Three steel frame ...
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    Fragility Analysis of Base-Isolated Liquid Storage Tanks under Random Sinusoidal Base Excitation Using Generalized Polynomial Chaos Expansion–Based Simulation 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 010
    Author(s): Sandip Kumar Saha; Kheirollah Sepahvand; Vasant A. Matsagar; Arvind K. Jain; Steffen Marburg
    Publisher: American Society of Civil Engineers
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