A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Periods of framed buildings for earthquake analysis
Shear, bending, rocking and translational periods of cantilever beams with linearly varying shear and flexural rigidities, and with or without concentrated mass at their top, are computed and combined to obtain formula for approximate evaluation of periods of framed buildings; it is suggested that more accurate formula based on present results, be adopted in codes to improve reliability of earthquake analysis.
Periods of framed buildings for earthquake analysis
Shear, bending, rocking and translational periods of cantilever beams with linearly varying shear and flexural rigidities, and with or without concentrated mass at their top, are computed and combined to obtain formula for approximate evaluation of periods of framed buildings; it is suggested that more accurate formula based on present results, be adopted in codes to improve reliability of earthquake analysis.
Periods of framed buildings for earthquake analysis
ASCE -- Proc (J Structural Div)
Salvadori, M.G. (author) / Heer, E. (author)
1960
13 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Periods of Framed Buildings for Earthquake Analysis
| ASCE | 2021
The design of framed buildings on earthquake spatial effect
| British Library Conference Proceedings | 1996
Response of multiple-earthquake excitations on RC-framed buildings
| Springer Verlag | 2023
Earthquake Damage to Wood-Framed Buildings in the ShakeOut Scenario
| Online Contents | 2011