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    Correlating Nonlinear Static and Dynamic Analysis of Reinforced Concrete Frames

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    SM_64.pdf (2.936Mb)
    Issue Date
    2001-07
    Author
    Marsh, Janelle N.
    Browning, JoAnn
    Publisher
    University of Kansas Center for Research, Inc.
    Type
    Technical Report
    Is part of series
    SM Report;64
    Published Version
    https://iri.ku.edu/reports
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    Abstract
    Nonlinear static and dynamic analyses for the design of reinforced concrete frames for strong ground motion are explored in the study. The objectives of the study are to determine 1) the correlation between results from nonlinear static and dynamic analyses, 2) the optimallateralloading distnbution for static analysis, 3) the simplest lateral load distribution that provides adequate results, and 4) the parameters that are reasonably calculated using static analysis for use in design. Parameters included in the study were four number of stories, three frame configurations, four lateral loading distributions for use in static analysis, and ten strong ground motion records for use in dynamic analysis. The key design items were base shear, location of member yielding, column ductility, controlling mechanism, distorted shape of the frame, story drift ratio, and shear and rotation in the members. Results indicated that static analysis provided fair estimates of base shear, general member yielding, distorted shape, and story drift, but gave insufficient estimates of member shear and rotation and the exact location of the controlling mechanism in the frames. The uniform loading distribution best estimated base shear and member shear and rotation, whereas the loading distribution based on provisions in FEMA-356 best estimated the distorted shape, story drift, and column ductility. Overall, precise results from static analysis can not be expected because the results from dynamic analysis vary widely.
    URI
    http://hdl.handle.net/1808/20458
    Collections
    • Infrastructure Research Institute Scholarly Works [282]
    Citation
    Marsh, J.N., Browning, J., "Correlating Nonlinear Static and Dynamic Analysis of Reinforced Concrete Frames," SM Report No. 64, University of Kansas Center for Research, Inc., Lawrence, KS, July 2001, 184 pp.

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    Contact KU ScholarWorks
    785-864-8983
    KU Libraries
    1425 Jayhawk Blvd
    Lawrence, KS 66045
    785-864-8983

    KU Libraries
    1425 Jayhawk Blvd
    Lawrence, KS 66045
    Image Credits
     

     

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