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    Overstrength and Ductility Factors for Steel Frames Designed According to BS 5950 

    Source: Journal of Structural Engineering:;2003:;Volume ( 129 ):;issue: 008
    Author(s): T. Balendra; X. Huang
    Publisher: American Society of Civil Engineers
    Abstract: Buildings sited outside the seismic zones such as those in Singapore are not designed for seismic loads. However, the buildings in these regions vibrate due to tremors caused by faults in Sumatra, Indonesia. Therefore, in ...
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    Optimal Damper Characteristics of ATMD for Buildings under Wind Loads 

    Source: Journal of Structural Engineering:;1999:;Volume ( 125 ):;issue: 012
    Author(s): N. Yan; C. M. Wang; T. Balendra
    Publisher: American Society of Civil Engineers
    Abstract: Recently, Ankireddi and Yang derived analytical expressions for the damper characteristics and the controller feedback gain coefficients for the design of an active tuned mass damper system (ATMD) in reducing the first-mode ...
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    Building Response due to Subway Train Traffic 

    Source: Journal of Geotechnical Engineering:;1995:;Volume ( 121 ):;issue: 011
    Author(s): K. H. Chua; K. W. Lo; T. Balendra
    Publisher: American Society of Civil Engineers
    Abstract: There are several existing methods for determining groundborne vibrations in buildings due to subway train traffic that are essentially based on empirically derived relationships. These methods are not able to handle ...
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    Large-Scale Seismic Testing of Knee-Brace-Frame 

    Source: Journal of Structural Engineering:;1997:;Volume ( 123 ):;issue: 001
    Author(s): T. Balendra; E. L. Lim; C. Y. Liaw
    Publisher: American Society of Civil Engineers
    Abstract: In a knee-brace-frame (KBF), one end of the brace is connected to a short knee element instead of beam-column joint. The brace provides the required lateral stiffness, whereas the ductility is obtained through shear yielding ...
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    Steady‐State Vibration of Subway‐Soil‐Building System 

    Source: Journal of Engineering Mechanics:;1989:;Volume ( 115 ):;issue: 001
    Author(s): T. Balendra; K. H. Chua; K. W. Lo; S. L. Lee
    Publisher: American Society of Civil Engineers
    Abstract: The steady‐state vibration of a subway‐soil‐building system is determined using an appropriate finite element model. The vibration level in the podium block of the building is obtained for two different track support ...
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