A platform for research: civil engineering, architecture and urbanism
Iterative calculation of elastic restraint of floors in torsionally rigid wall beams
Rapid, approximate method, which introduces concept of "participating width" and "substitute tie" of floor, is presented for determination of maximum torsional moments in wall beams and in floor edge; method's accuracy is sufficient for practical estimates.
Iterative calculation of elastic restraint of floors in torsionally rigid wall beams
Rapid, approximate method, which introduces concept of "participating width" and "substitute tie" of floor, is presented for determination of maximum torsional moments in wall beams and in floor edge; method's accuracy is sufficient for practical estimates.
Iterative calculation of elastic restraint of floors in torsionally rigid wall beams
Iterative Berechnung der elastischen Einspannung von Decken in torsionssteife Randtraeger
Schmid, E. (author)
Bauingenieur ; 39
1964
5 pages
Article (Journal)
German
© Metadata Copyright Elsevier B. V. All rights reserved.
Simple calculation of rigid lock floors
Engineering Index Backfile | 1953
|Elastic buckling tests on laterally and torsionally braced tapered I-beams
Engineering Index Backfile | 1966
|Calculation of continuous roadway slabs with ends fixed in torsionally rigid longitudinal girders
Engineering Index Backfile | 1964
|Torsion of cross beam in torsionally rigid beam grillage
Engineering Index Backfile | 1963
|Restrained torsion of torsionally hyperstatic open cross section beams
Engineering Index Backfile | 1964
|