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    New Design Approach for Computing Peak Dynamic Response of Turbo Generator Pedestals Using Modal Synthesis 

    Source: Practice Periodical on Structural Design and Construction:;2007:;Volume ( 012 ):;issue: 001
    Author(s): N. Lakshmanan; N. Gopalakrishnan
    Publisher: American Society of Civil Engineers
    Abstract: Turbo generator pedestals are one of the critical structures in any power plant complex. Stringent vibration requirements particularly at the bearing locations have been stipulated for proper functioning of turbo generator ...
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    Investigations on the Static Behavior of Self-Compacting Concrete Under-Reamed Piles 

    Source: Journal of Materials in Civil Engineering:;2006:;Volume ( 018 ):;issue: 003
    Author(s): J. Annie Peter; N. Lakshmanan; P. Devadas Manoharan
    Publisher: American Society of Civil Engineers
    Abstract: Self-compacting concrete (SCC), a recent development, eliminates the need for internal or external vibration, as it freely flows in and around dense reinforcement and fills the mold completely without any blockages. SCC ...
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    Fuzzy Logic Based Condition Rating of Existing Reinforced Concrete Bridges 

    Source: Journal of Performance of Constructed Facilities:;2006:;Volume ( 020 ):;issue: 003
    Author(s): Saptarshi Sasmal; K. Ramanjaneyulu; S. Gopalakrishnan; N. Lakshmanan
    Publisher: American Society of Civil Engineers
    Abstract: Fuzzy logic is a means for modeling the uncertainty involved in describing an event/result using natural language. The fuzzy logic approach would be particularly useful for remedying the uncertainties and imprecision in ...
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    Shear Capacity of Doubly Skinned Composite Beams with Lacings 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 012
    Author(s): N. Anandavalli; N. Lakshmanan; J. Rajasankar; G. M. Samuel Knight
    Publisher: American Society of Civil Engineers
    Abstract: The provision of shear stirrups/connectors is found to enhance the shear capacity of beams, thus preventing the brittle mode of failure. A doubly skinned composite system consists of steel cover plates on either side of ...
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    Algorithm for Detection of Change Point in On-Line Monitoring Data 

    Source: Journal of Infrastructure Systems:;2008:;Volume ( 014 ):;issue: 001
    Author(s): M. B. Anoop; K. Balaji Rao; N. Lakshmanan
    Publisher: American Society of Civil Engineers
    Abstract: The detection of abrupt changes in observed/estimated physical processes is an issue of concern in many applications. An algorithm for single change point detection in Gaussian white noise processes is presented in this ...
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    Wind Tunnel Studies on Force Coefficients for Grouped Low-Rise Buildings with Parapet 

    Source: Practice Periodical on Structural Design and Construction:;2009:;Volume ( 014 ):;issue: 003
    Author(s): N. Lakshmanan; S. Selvi Rajan; S. Arunachalam; G. Ramesh Babu
    Publisher: American Society of Civil Engineers
    Abstract: Measurement of force on 1:100 scaled model representing a typical two-story building with a flat roof configuration adopted by a low-income group community was carried out. The models of buildings having a parapet were ...
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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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    Failure Analysis of Transmission Line Towers 

    Source: Journal of Performance of Constructed Facilities:;2011:;Volume ( 025 ):;issue: 003
    Author(s): N. Prasad Rao; G. M. Samuel Knight; S. Seetharaman; N. Lakshmanan; Nagesh R. Iyer
    Publisher: American Society of Civil Engineers
    Abstract: Transmission line towers, though designed per code provisions, may fail during mandatory testing required in many countries. Different types of premature failures that were observed during full-scale testing of transmission ...
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    External Prestressing Technique for Strengthening of Prestressed Concrete Structural Components 

    Source: Practice Periodical on Structural Design and Construction:;2009:;Volume ( 014 ):;issue: 002
    Author(s): S. Saibabu; N. Lakshmanan; A. Rama Murthy; S. Chitra Ganapathi; R. Jayaraman; R. Senthil
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the details of an innovative external prestressing technique for strengthening of prestressed concrete girders. The technique has been developed for anchoring the external prestressing to the sides of ...
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    Effect of Bolt Slip on Tower Deformation 

    Source: Practice Periodical on Structural Design and Construction:;2012:;Volume ( 017 ):;issue: 002
    Author(s): Napa Prasad Rao; G. M. Samuel Knight; N. Lakshmanan; Nagesh R. Iyer
    Publisher: American Society of Civil Engineers
    Abstract: The analytical deformation of a transmission line (TL) tower computed using software is less than the test deformation. A TL tower consists of many splice joints in the leg member. A small rotation owing to bolt slip in ...
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