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of driven timber pile and concrete(passive) are composedBridge piers
This initial workis creatingbridge piers
more than 14,000 poundswill createbridge piers
floods(passive) caused bybridge piers
The Contractoris paintingbridge piers
JMTdesignedbridge piers
to considerwhen designingbridge piers
flood waves(passive) caused bybridge piers
later filled with concreteto createbridge piers
to withstand avalanche impacts(passive) will be designedBridge piers
where crews pour concreteto createbridge piers
pine(passive) are paintedBridge piers
stream bed degradation(passive) caused bybridge piers
A performance based approach is proposedto designbridge piers against truck impacts
Ice floes ... certain seasonswould createmassive impacts on bridge piers as well
to substantial damagescan leadto substantial damages
in serious crashes that cause severe injuries and death to vehicle occupantscan resultin serious crashes that cause severe injuries and death to vehicle occupants
to more flexible systemsleadingto more flexible systems
to withstand the pressure of moving ice , homes and cottagesare designedto withstand the pressure of moving ice , homes and cottages
using damage ratios associated with particular damage statescan be designedusing damage ratios associated with particular damage states
deeper than anyone had ever attemptedto be setdeeper than anyone had ever attempted
in accordance with old design codesdesignedin accordance with old design codes
sudden contraction / expansion in the flow sections ... resulting in energy loss which is seen as the water turbulence around the pierscausesudden contraction / expansion in the flow sections ... resulting in energy loss which is seen as the water turbulence around the piers
swirling currents(passive) caused byswirling currents
from debris accumulationsresultingfrom debris accumulations
in the architectural shape of letter " Vdesignedin the architectural shape of letter " V
according todesignedaccording to
backwater(passive) caused bybackwater
prior to the 1971 San Fernando earthquakedesignedprior to the 1971 San Fernando earthquake
before 1980designedbefore 1980
before loading them at completionto setbefore loading them at completion
nonseismicallydesignednonseismically
to different standards Dhakal , R.P. ; Mander , J.B. ; Mashiko , N. ( University of Canterburydesignedto different standards Dhakal , R.P. ; Mander , J.B. ; Mashiko , N. ( University of Canterbury