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    Improving Seismic Performance of Masonry Structures with Openings by Polypropylene Bands and L-Shaped Reinforcing Bars 

    Source: Journal of Performance of Constructed Facilities:;2016:;Volume ( 030 ):;issue: 002
    Author(s): Sanket Nayak; Sekhar Chandra Dutta
    Publisher: American Society of Civil Engineers
    Abstract: A previous study using a scaled-down model of single-room masonry structures tested on a shaking table has shown that strength may be considerably increased by tying up the masonry walls by polypropylene (PP) bands, wrapping ...
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    Investigating Compressive and Cleavage Strengths of an Indian Bamboo Species 

    Source: Journal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 009
    Author(s): Parthasarathi Mukhopadhyay; Sekhar Chandra Dutta
    Publisher: American Society of Civil Engineers
    Abstract: Depleting timber resources has generated interest in bamboo, a traditional sustainable building material of the tropics. However, dearth of strength data has been a major hindrance in its engineered application. The present ...
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    Strongest Cyclone of the New Millennium in the Bay of Bengal: Strategy of RVS for Nonengineered Structures 

    Source: Natural Hazards Review:;2012:;Volume ( 013 ):;issue: 002
    Author(s): Parthasarathi Mukhopadhyay; Sekhar Chandra Dutta
    Publisher: American Society of Civil Engineers
    Abstract: Coastal areas of the Indian subcontinent are familiar with aftermaths of severe tropical cyclones. Nonengineered structures of the common people are major casualties of these natural disasters. The present paper documents ...
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    Seismic Demand of Low-Rise Multistory Systems with General Asymmetry 

    Source: Journal of Engineering Mechanics:;2012:;Volume ( 138 ):;issue: 001
    Author(s): Sekhar Chandra Dutta; Rana Roy
    Publisher: American Society of Civil Engineers
    Abstract: This study examined the inelastic seismic behavior of low-rise systems with varying story eccentricities (i.e., general class of eccentric systems). Seismic demands of such systems were found to be potentially high relative ...
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    Seismic Behavior of Code-Designed Bidirectionally Eccentric Systems 

    Source: Journal of Structural Engineering:;2005:;Volume ( 131 ):;issue: 010
    Author(s): Sekhar Chandra Dutta; Prithwish Kumar Das; Rana Roy
    Publisher: American Society of Civil Engineers
    Abstract: Extreme seismic vulnerability of bidirectionally eccentric structural systems such as street corner buildings has been demonstrated repeatedly during past severe earthquakes. Inelastic range response of such structural ...
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    Seismic Behavior of Plan and Vertically Irregular Structures: State of Art and Future Challenges 

    Source: Natural Hazards Review:;2021:;Volume ( 022 ):;issue: 002:;page 04020062
    Author(s): Pranab Kumar Das; Sekhar Chandra Dutta; Tushar Kumar Datta
    Publisher: ASCE
    Abstract: Buildings with asymmetry and various classes of irregularity are found to be a major cause for collapses of structure, property loss, and casualties during earthquakes. Such observations have been documented from previous ...
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    Experimental and Field Performance of PP Band–Retrofitted Masonry: Evaluation of Seismic Behavior 

    Source: Journal of Performance of Constructed Facilities:;2019:;Volume ( 033 ):;issue: 001
    Author(s): Jamshid Zohreh Heydariha; Hossein Ghaednia; Sanket Nayak; Sreekanta Das; Subhamoy Bhattacharya; Sekhar Chandra Dutta
    Publisher: American Society of Civil Engineers
    Abstract: Unreinforced masonry (URM) buildings exhibited extreme vulnerability during past earthquakes, although these are shelters for a majority population in many earthquake-prone developing countries. Most of the current ...
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