Show simple item record

contributor authorAnestis S. Veletsos
contributor authorYu Tang
date accessioned2017-05-08T22:13:55Z
date available2017-05-08T22:13:55Z
date copyrightOctober 1986
date issued1986
identifier other%28asce%290733-9399%281986%29112%3A10%281090%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/74496
description abstractA comprehensive analysis is made of the dynamic response of vertically excited circular ring foundations with mass that are supported at the surface of a homogeneous, linear halfspace. The harmonic response of such foundations is evaluated over wide ranges of the parameters involved, and it is shown that both the harmonic and transient responses may, over a wide range of conditions, be computed with good accuracy by considering the foundation‐soil system to respond as a single‐degree‐of‐freedom system. Plots are included from which the natural frequency and damping of the equivalent simple oscillator may be determined readily.
publisherAmerican Society of Civil Engineers
titleVertical Vibration of Ring Foundations with Mass
typeJournal Paper
journal volume112
journal issue10
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1986)112:10(1090)
treeJournal of Engineering Mechanics:;1986:;Volume ( 112 ):;issue: 010
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record