For the seismic design of a reinforced concrete (RC) frame, the period of vibration will not be known a priori and thus simplified equations are employed in the seismic design codes to relate the fundamental

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For the seismic design of a reinforced concrete (RC) frame, the period of vibration will not be known a priori and thus simplified equations are employed in the seismic design codes to relate the fundamental

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This second edition of the standard is revised to coordinate with the criteria of the 2010 edition of American Society of Civil Engineers (ASCE) Minimum Design Loads for Buildings and Other Structures and the 2011 edition of the American Concrete Institute Building Code Requirements for Structural Concrete.