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    Evaluation of Seismic Performance of Gravity Load Designed Reinforced Concrete Frames 

    Source: Journal of Performance of Constructed Facilities:;2005:;Volume ( 019 ):;issue: 004
    Author(s): Helen M. Santhi; G. M. Samuel Knight; K. Muthumani
    Publisher: American Society of Civil Engineers
    Abstract: The seismic performance of reinforced concrete frames designed for gravity loads is evaluated experimentally using a shake table. Two 1:3 scale models of one-bay, three-storied space frames, one without infill and the other ...
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    Passive Control of Seismic Response of Piping Systems 

    Source: Journal of Pressure Vessel Technology:;2006:;volume( 128 ):;issue: 003:;page 364
    Author(s): Y. M. Parulekar; K. Muthumani; G. R. Reddy; K. K. Vaze
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Passive energy dissipating devices, such as elastoplastic dampers (EPDs) can be used for eliminating snubbers and reducing the response of piping systems subjected to seismic loads. Cantilever ...
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    Experimental Investigations on the Seismic Response of a Base-Isolated Reinforced Concrete Frame Model 

    Source: Journal of Performance of Constructed Facilities:;2008:;Volume ( 022 ):;issue: 005
    Author(s): N. Lakshmanan; K. Sathish Kumar; R. Sreekala; K. Muthumani; J. Guru; N. Gopalakrishnan
    Publisher: American Society of Civil Engineers
    Abstract: The existing knowledge based on the physical characteristics of rubber-based seismic isolators and the validity of assumptions involved in design can be strengthened with shake table tests and field monitoring during ...
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    Studies on Nonlinear Behavior of Shear Walls of Medium Aspect Ratio under Monotonic and Cyclic Loading 

    Source: Journal of Performance of Constructed Facilities:;2016:;Volume ( 030 ):;issue: 001
    Author(s): G. V. Rama Rao; N. Gopalakrishnan; K. P. Jaya; K. Muthumani; G. R. Reddy; Y. M. Parulekar
    Publisher: American Society of Civil Engineers
    Abstract: Structures designed according to performance-based seismic design (PBSD) are required to satisfy the target performance. PBSD requires extensive research for capacity evaluation and development of reliable nonlinear models. ...
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    Studies on Nonlinear Behavior of Shear Walls of Medium Aspect Ratio under Monotonic and Cyclic Loading 

    Source: Journal of Performance of Constructed Facilities:;2016:;Volume ( 030 ):;issue: 001
    Author(s): G. V. Rama Rao; N. Gopalakrishnan; K. P. Jaya; K. Muthumani; G. R. Reddy; Y. M. Parulekar
    Publisher: American Society of Civil Engineers
    Abstract: Structures designed according to performance-based seismic design (PBSD) are required to satisfy the target performance. PBSD requires extensive research for capacity evaluation and development of reliable nonlinear models. ...
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