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Random vibration of beam column
Lateral displacement of vertical cantilever beam subjected to axial load acting at free end and under random horizontal motion of clamped end is evaluated; axial load is assumed to be less than fundamental buckling load of column; for random motion of clamped end, particular form of random process is considered possibly appropriate for motion resulting from earthquake acceleration; problem might be considered as simplified model of tower of suspension bridge under horizontal earthquake acceleration.
Random vibration of beam column
Lateral displacement of vertical cantilever beam subjected to axial load acting at free end and under random horizontal motion of clamped end is evaluated; axial load is assumed to be less than fundamental buckling load of column; for random motion of clamped end, particular form of random process is considered possibly appropriate for motion resulting from earthquake acceleration; problem might be considered as simplified model of tower of suspension bridge under horizontal earthquake acceleration.
Random vibration of beam column
ASCE -- Proc (J Eng Mechanics Div)
Shinozuka, M. (author) / Henry, L. (author)
1965
21 pages
Article (Journal)
English
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