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    Retrieval of True Lateral Load–Deformation Behavior of Axially Loaded Columns from Experimental Data 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 003
    Author(s): Subhadip Naskar; Sandip Das; Hemant B. Kaushik
    Publisher: ASCE
    Abstract: The lateral load-deformation capacity of any structure is the most important aspect of seismic design. The lateral capacity of a shear building is highly dependent on the lateral load-deformation capacity of the columns, ...
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    Experimental Evaluation of Full-Scale URM Buildings Strengthened Using Surface-Mounted Steel Bands 

    Source: Journal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 002:;page 04020337
    Author(s): Thainswemong Choudhury; Hemant B. Kaushik
    Publisher: ASCE
    Abstract: Construction of unreinforced masonry (URM) buildings has been a common practice in many countries. Strengthening of such buildings located in seismically active regions has become extremely important. Although numerous ...
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    Evaluation of Nonlinear Material Properties of Fly Ash Brick Masonry under Compression and Shear 

    Source: Journal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 008
    Author(s): Syed Humayun Basha; Hemant B. Kaushik
    Publisher: American Society of Civil Engineers
    Abstract: This paper reports nonlinear stress-strain characteristics and failure mechanisms of fly ash brick masonry and its constituents (fly ash brick units and mortar) obtained under compression and shear. Based on the experimental ...
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    Impact of Great December 26, 2004 Sumatra Earthquake and Tsunami on Structures in Port Blair 

    Source: Journal of Performance of Constructed Facilities:;2007:;Volume ( 021 ):;issue: 002
    Author(s): Hemant B. Kaushik; Sudhir K. Jain
    Publisher: American Society of Civil Engineers
    Abstract: This paper reports on the effects of the great Sumatra earthquake and tsunami of December 26, 2004, in and around Port Blair, the capital city of the Andaman and Nicobar Islands, India. The earthquake shaking and subsequent ...
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    Lateral Load Behavior of Traditional Assam-Type Wooden House 

    Source: Journal of Structural Engineering:;2019:;Volume ( 145 ):;issue: 008
    Author(s): Biswajit Chand; Hemant B. Kaushik; Sandip Das
    Publisher: American Society of Civil Engineers
    Abstract: The traditional Assam-type wooden house is one of the very few housing systems in India that has performed exceptionally well during past earthquakes. Due to the high seismicity of the northeastern region of India, local ...
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    Empirical Models for Lateral Stiffness and Strength of Masonry-Infilled RC Frames Considering the Influence of Openings 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 004
    Author(s): Syed Humayun Basha; Sachin Surendran; Hemant B. Kaushik
    Publisher: ASCE
    Abstract: Lateral load behavior of reinforced concrete (RC) frames infilled with fly-ash brick masonry having various sizes of central openings was investigated experimentally. Results showed that the infilled frames with openings ...
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    Material Characterization of Traditional Assam-Type Wooden Houses in Northeastern India 

    Source: Journal of Materials in Civil Engineering:;2020:;Volume ( 032 ):;issue: 012
    Author(s): Biswajit Chand; Hemant B. Kaushik; Sandip Das
    Publisher: ASCE
    Abstract: Traditional Assam-type wooden houses are a popular housing system in the northeastern Himalayan region of India. Such houses have performed exceptionally well in previous earthquakes. An experimental study on the frames ...
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    Development of a Novel V-D Strut Model for Seismic Analysis of Confined Masonry Buildings 

    Source: Journal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 003:;page 04021001-1
    Author(s): Bonisha Borah; Hemant B. Kaushik; Vaibhav Singhal
    Publisher: ASCE
    Abstract: Confined masonry (CM) offers an affordable and seismically safe building typology, which is already a widespread construction technique in several seismically-prone countries, and is currently evolving as a popular ...
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    Stress-Strain Characteristics of Clay Brick Masonry under Uniaxial Compression 

    Source: Journal of Materials in Civil Engineering:;2007:;Volume ( 019 ):;issue: 009
    Author(s): Hemant B. Kaushik; Durgesh C. Rai; Sudhir K. Jain
    Publisher: American Society of Civil Engineers
    Abstract: The uniaxial monotonic compressive stress-strain behavior and other characteristics of unreinforced masonry and its constituents, i.e., solid clay bricks and mortar, have been studied by several laboratory tests. Based on ...
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    Seismic Vulnerability Assessment and Strengthening of New Market Building Damaged after January 4, 2016, Imphal, India, Earthquake 

    Source: Journal of Performance of Constructed Facilities:;2020:;Volume ( 034 ):;issue: 002
    Author(s): Trishna Choudhury; Vimlesh Kumar; Faizal Rashid; Hemant B. Kaushik
    Publisher: ASCE
    Abstract: Important buildings located in high seismic zones of many developing countries are sometimes designed without paying much attention to the earthquake risk in the area. Such buildings are prone to severe damage during ...
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