liftech集装箱装卸桥 Increasing-Hurricane-Winds-Dockside-Crane-Retrofit-Recommendations-Paper.pdf

liftech集装箱装卸桥 Increasing-Hurricane-Winds-Dockside-Crane-Retrofit-Recommendations-Paper.pdf

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ASCEPorts2007Conference

SanDiego,CA

IncreasingHurricaneWinds?

DocksideCraneRetrofitRecommendations

1234

PatrickMcCarthy,MichaelJordan,KentonLee,andStuWerner

1th

PatrickMcCarthy,PE,Associate,LiftechConsultantsInc.,344-20Street,

Suite360,Oakland,CA94612:Tel510-832-5606,Fax510-832-2436;

pmccarthy@

2MichaelJordan,SE,CEO,LiftechConsultantsInc.;mjordan@

3KentonLee,SE,Principal,LiftechConsultantsInc.;klee@

4StuWerner,Principal,SeismicSystemsEngineeringConsultants,8601Skyline

Blvd.,Oakland,CA94611:Tel510-531-7489,Fax510-531-7293;

sdwerner@

Introduction

General

RecenthurricaneshavestrucktheUSEastandGulfCoastswithhistoricfury.

Studiesindicatethattheintensity,size,anddurationoftropicalcyclones(hurricanes

andtyphoons)areincreasingdramaticallyandmaybecorrelated,atleastinpart,to

increasingoceansurfacetemperatures(Emanuel2005and2006,Hoyos2006).This

appearstobeaglobalphenomenonandmanyscientistspredictthetrendisnotlikely

toabateanytimesoon.Docksidecranesaretypicallydesignedtoresisthurricane

windpressurebasedon50-yearmeanrecurrenceinterval(MRI),3-secondgustwind

speeds,at10maboveground.RefertotheASCE–7standard(MinimumDesign

LoadsforBuildingsandOtherStructures).Thesedesignwindspeedsarestatistical,

basedonhistoricwindspeeddata.Doesthishistoricdatareflectcurrenttrends?

Docksidecontainercranes,unlikebuildings,haveverylittleredundancyin

theirstructuraldesignforresistingwindload

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