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    Stability of the World Trade Center Twin Towers Structural Frame in Multiple Floor Fires 

    Source: Journal of Engineering Mechanics:;2005:;Volume ( 131 ):;issue: 006
    Author(s): A. S. Usmani
    Publisher: American Society of Civil Engineers
    Abstract: This technical note presents the results from a nonlinear finite element analysis of a very simple two dimensional model of the World Trade Center Twin-Towers structural frame subjected to fire. The analysis was carried ...
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    Analysis and Design Approach for Concrete Plugs for Underground Storage Caverns 

    Source: Practice Periodical on Structural Design and Construction:;2016:;Volume ( 021 ):;issue: 001
    Author(s): Usmani; Kannan; Nanda; Mandal
    Publisher: American Society of Civil Engineers
    Abstract: In underground crude oil storage facilities, concrete plugs are mainly required to contain crude oil inside caverns and are designed as gas-tight to prevent movement of any oil or vapor across the tunnel, either in a ...
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    Unsteady Hemodynamics in Intracranial Aneurysms With Varying Dome Orientations 

    Source: Journal of Fluids Engineering:;2021:;volume( 143 ):;issue: 006:;page 061206-1
    Author(s): Usmani, Abdullah Y.; Muralidhar, K.
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Fluid loading within an intracranial aneurysm is difficult to measure but can be related to the shape of the flow passage. The outcome of excessive loading is a fatal hemorrhage, making it necessary for early diagnosis. ...
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    Analysis and Design Approach for Large Storage Caverns 

    Source: International Journal of Geomechanics:;2013:;Volume ( 013 ):;issue: 001
    Author(s): Mandal; C. P.; Chakravarthy; Nanda; Rath; Usmani
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a case study of an underground crude oil storage project. This storage site is researched with detailed field and laboratory investigations. The layout, cross section, and elevation of the caverns are ...
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    Interaction Mechanism between Two Large Rock Caverns 

    Source: International Journal of Geomechanics:;2015:;Volume ( 015 ):;issue: 001
    Author(s): Usmani; Nanda; Mandal; S. K.; Jain
    Publisher: American Society of Civil Engineers
    Abstract: Long-term stability of geotechnical structures is critical to any engineering design. Design of underground structures is initially planned using empirical approaches based on the rock mass–classification system. This ...
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    Seepage Behavior and Grouting Effects for Large Rock Caverns 

    Source: International Journal of Geomechanics:;2015:;Volume ( 015 ):;issue: 003
    Author(s): Usmani; Kannan; Nanda; S. K.; Jain
    Publisher: American Society of Civil Engineers
    Abstract: The analysis of seepage behavior through a rock mass is vital to the design of any underground oil storage project. A sufficient amount of water pressure is necessary for the hydraulic confinement of the stored product in ...
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    Analysis and Design Approach for Concrete Plugs for Underground Storage Caverns 

    Source: Practice Periodical on Structural Design and Construction:;2016:;Volume ( 021 ):;issue: 001
    Author(s): A. Usmani; G. Kannan; A. Nanda; A. Mandal
    Publisher: American Society of Civil Engineers
    Abstract: In underground crude oil storage facilities, concrete plugs are mainly required to contain crude oil inside caverns and are designed as gas-tight to prevent movement of any oil or vapor across the tunnel, either in a ...
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    Experimental Evaluation of Shear-Strength Behavior of Delhi Silt under Static Loading Conditions 

    Source: Journal of Materials in Civil Engineering:;2011:;Volume ( 023 ):;issue: 005
    Author(s): A. Usmani; G. V. Ramana; K. G. Sharma
    Publisher: American Society of Civil Engineers
    Abstract: The capital city of India, Delhi, lies in the Indo-Gangetic alluvial trough. The soils of the Delhi region are known as “Delhi silt” because of the dominance of silt and, by and large, are nonplastic. The strength properties ...
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    Structural Response of Tall Buildings to Multiple Floor Fires 

    Source: Journal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 012
    Author(s): Graeme Flint; Asif Usmani; Susan Lamont; Barbara Lane; Jose Torero
    Publisher: American Society of Civil Engineers
    Abstract: This paper reports on an investigation of the effects of fire on long span truss floor systems in a tall building environment. The effects of fire spread over multiple floors of a building are the focus of this research, ...
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    Stress-Strain-Volume Change Modeling of Delhi Silt in Triaxial Compression and Extension 

    Source: International Journal of Geomechanics:;2012:;Volume ( 012 ):;issue: 003
    Author(s): A. Usmani; G. V. Ramana; K. G. Sharma
    Publisher: American Society of Civil Engineers
    Abstract: This study investigates the drained stress-strain-volume change behavior of Delhi silt under triaxial compression and extension loading conditions using two different existing constitutive models, the hardening soil (HS) ...
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