Abstract

In this paper the writers have drafted a lateral force provision which constitutes a reasonable requirement for building codes. Although it was prepared specifically for California conditions, the code is generally applicable, possibly with some quantitative modifications to suit different local conditions. The report includes the development of a more rational criterion for design seismic forces than has been attempted heretofore in lateral force codes.

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Published In

Go to Transactions of the American Society of Civil Engineers
Transactions of the American Society of Civil Engineers
Volume 117Issue 1January 1952
Pages: 716 - 754

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Published in print: Jan 1952
Published online: Feb 10, 2021

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Arthur W. Anderson
Corlett and Anderson, Archts. and Engrs., Oakland, Calif.
John A. Blume, M.ASCE
Cons. Structural Engr., San Francisco, Calif.
Henry J. Degenkolb, M.ASCE
Structural Engr., J. J. Gould, Cons. Engr., San Francisco, Calif.
Harold B. Hammill, M.ASCE
Cons. Civ. Engr., San Francisco, Calif.
Edward M. Knapik, M.ASCE
Partner, Huber & Knapik, Cons. Engrs., San Francisco, Calif.
Henry L. Marchand
Cons. Engr., San Francisco, Calif.
Henry C. Powers
Structural Engr., H.J. Brunnier, Cons. Engr., San Francisco, Calif.
John E. Rinne, M.ASCE
Civ. and Structural Engr., Standard Oil Co. of California, San Francisco, Calif.
George A. Sedgwick, AM.ASCE
Structural Engr., W. P. Day, Archts. and Engrs., San Francisco, Calif.
Harold O. Sjoberg, M.ASCE
N. H. Sjoberg & Son, Gen. Constrs., Oakland, Calif.

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