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    Seismic Behavior of Low Earthquake-Resistant Arch-Shaped Roof Masonry Houses Retrofitted by PP-Band Meshes 

    Source: Practice Periodical on Structural Design and Construction:;2012:;Volume ( 017 ):;issue: 002
    Author(s): Navaratnarajah Sathiparan; Kimiro Meguro
    Publisher: American Society of Civil Engineers
    Abstract: This paper introduces a technically feasible and economically affordable PP-band (polypropylene band) retrofitting for low earthquake-resistant masonry structures in developing countries. Results of the basic material tests ...
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    Simulation of Concrete‐Frame Collapse due to Dynamic Loading 

    Source: Journal of Engineering Mechanics:;1993:;Volume ( 119 ):;issue: 009
    Author(s): Motohiko Hakuno; Kimiro Meguro
    Publisher: American Society of Civil Engineers
    Abstract: The extended distinct‐element method (EDEM) is used to construct models of multi‐degrees‐of‐freedom systems for particles of concrete frames and to conduct a series of numerical simulations in which the particles collapsed ...
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    Applied Element Simulation of RC Structures under Cyclic Loading 

    Source: Journal of Structural Engineering:;2001:;Volume ( 127 ):;issue: 011
    Author(s): Kimiro Meguro; Hatem Tagel-Din
    Publisher: American Society of Civil Engineers
    Abstract: A new extension for the applied-element method for structural analysis is introduced. In this method, the structure is modeled as an assembly of elements made by dividing the structure virtually. This paper first introduces ...
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    Sociotechnical Evaluation of the Soft Story Problem in Reinforced Concrete Frame Buildings in Nepal 

    Source: Journal of Performance of Constructed Facilities:;2021:;Volume ( 035 ):;issue: 004:;page 04021019-1
    Author(s): Kishor Timsina; Chaitanya Gadagamma Krishna; Kimiro Meguro
    Publisher: ASCE
    Abstract: In urban and semiurban areas of Nepal, it is a common practice that the construction of reinforced-concrete (RC) framed buildings with infill masonry have open ground floor as commercial shutter and a parking lot while the ...
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    Shake Table Tests on FRP Retrofitted Masonry Building Models 

    Source: Journal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 005
    Author(s): M. Umair Saleem; Muneyoshi Numada; Muhammad Nasir Amin; Kimiro Meguro
    Publisher: American Society of Civil Engineers
    Abstract: The current study is devised to evaluate the seismic performance of fiber-reinforced polymer (FRP) retrofitted buildings with openings at different FRP reinforcement levels. Required objectives are achieved by performing ...
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    Shake Table Tests on FRP Retrofitted Masonry Building Models 

    Source: Journal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 005
    Author(s): M. Umair Saleem; Muneyoshi Numada; Muhammad Nasir Amin; Kimiro Meguro
    Publisher: American Society of Civil Engineers
    Abstract: The current study is devised to evaluate the seismic performance of fiber-reinforced polymer (FRP) retrofitted buildings with openings at different FRP reinforcement levels. Required objectives are achieved by performing ...
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    Incentives and Disincentives Analysis for Improving Policy for Seismic Risk Management of Homeowners in Japan 

    Source: Natural Hazards Review:;2008:;Volume ( 009 ):;issue: 004
    Author(s): Masayuki Kohiyama; Anne S. Kiremidjian; Kimiro Meguro; Miho Yoshimura Ohara
    Publisher: American Society of Civil Engineers
    Abstract: In order to improve policy and programs to promote retrofitting of houses in Japan, incentives and disincentives for seismic risk management by homeowners were studied by two approaches: a fault tree analysis (FTA) method ...
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