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Re: Typical axial load ratios for concrete low-aspect ratio shear walls

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Himat -

A appreciate the reference, although I had already seen it.
I was unable to obtain any of the references cited in
Table 1 of the article which employed axial load .
As a result, I was unable to verify the assumption that the
axial load ratio values reported there were "typical" of

Thanks again,

Charley Hamilton

Charles Hamilton, PhD EIT               Faculty Fellow
Department of Civil and                 Phone: 949.824.3752
    Environmental Engineering           FAX:   949.824.2117
University of California, Irvine        Email: chamilto(--nospam--at)

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