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    Seismic Behavior of a Single Deck Floating Roof Due to Second Sloshing Mode 

    Source: Journal of Pressure Vessel Technology:;2013:;volume( 135 ):;issue: 001:;page 11801
    Author(s): Goudarzi, Mohammad Ali
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Second mode sloshing motion induces the vertical outofplane deformation of deck plate in single deck floating roof (FR) cylindrical storage tanks. This vertical deformation tends to shrink the deck plate in horizontal ...
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    Seismic Design of a Double Deck Floating Roof Type Used for Liquid Storage Tanks 

    Source: Journal of Pressure Vessel Technology:;2015:;volume( 137 ):;issue: 004:;page 41302
    Author(s): Goudarzi, Mohammad Ali
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Sloshing response of a cylindrical liquid storage tank with the double deck type floating roof (DDFR) subjected to seismic excitation is considered in this paper. The aim of the paper is to clarify the significant parameters ...
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    Dynamic Behavior of Rectangular Tanks With Limited Freeboard Under Seismic Loads: Experimental, Analytical, and Machine Learning Investigations 

    Source: Journal of Pressure Vessel Technology:;2025:;volume( 147 ):;issue: 002:;page 21901-1
    Author(s): Khosravi, Shayan; Amirsardari, Sina; Goudarzi, Mohammad Ali
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: One of the most common types of fluid storage tanks are rectangular concrete tanks placed on the ground. Ensuring the seismic performance of these tanks is crucial as, besides damage and losses during a crisis, they can ...
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    Numerical and Experimental Evaluation of Sloshing Wave Force Caused by Dynamic Loads in Liquid Tanks 

    Source: Journal of Fluids Engineering:;2019:;volume( 141 ):;issue: 011:;page 111112
    Author(s): Kabiri, Mohammad Mahdi; Nikoomanesh, Mohammad Reza; Danesh, Pouya Nouraei; Goudarzi, Mohammad Ali
    Publisher: American Society of Mechanical Engineers (ASME)
    Abstract: Proper evaluation of forces exerted on a solid boundary by liquid sloshing is difficult. If the free board in a liquid storage tank is insufficient, the sloshing waves caused by seismic excitation will collide with the ...
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