pseudo dynamic analysis of reinforced soil wall system
Publish Year: 1390
Type: Conference paper
Language: Persian
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Document National Code:
SEE06_368
Index date: 6 May 2011
pseudo dynamic analysis of reinforced soil wall system abstract
during an earthquake significant damage can result due to instability of the soil in the area affected by internal seismic waves. Numerous pseudo-static methods are available for assessing the seismic stability of reinforced soil walls . These methods consider the dynamic effects of earthquake loading by adding a pseudo static seismic earth pressure component to the static earth prissure force : and so can not consider the effects of time or of body waves traveling through the wall.
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pseudo dynamic analysis of reinforced soil wall system authors
s.n moghddas tafreshi
dept of civil engineering K.N toosi university of thch tehran
m rahimic
dept of civil engineering K.N toosi university of thch tehran
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