CHEN Shi-hai, WEI Hai-xia, ZHANG An-kang, MAO Xiao-hui. Computationalmodelandsafetycriterionofblastingvibrationeffectbasedonwaveletpackettechniques[J]. Explosion And Shock Waves, 2010, 30(4): 377-382. doi: 10.11883/1001-1455(2010)04-0377-06
Citation:
|
CHEN Shi-hai, WEI Hai-xia, ZHANG An-kang, MAO Xiao-hui. Computationalmodelandsafetycriterionofblastingvibrationeffectbased
onwaveletpackettechniques[J]. Explosion And Shock Waves, 2010, 30(4): 377-382. doi: 10.11883/1001-1455(2010)04-0377-06
|
CHEN Shi-hai, WEI Hai-xia, ZHANG An-kang, MAO Xiao-hui. Computationalmodelandsafetycriterionofblastingvibrationeffectbasedonwaveletpackettechniques[J]. Explosion And Shock Waves, 2010, 30(4): 377-382. doi: 10.11883/1001-1455(2010)04-0377-06
Citation:
|
CHEN Shi-hai, WEI Hai-xia, ZHANG An-kang, MAO Xiao-hui. Computationalmodelandsafetycriterionofblastingvibrationeffectbased
onwaveletpackettechniques[J]. Explosion And Shock Waves, 2010, 30(4): 377-382. doi: 10.11883/1001-1455(2010)04-0377-06
|
Computationalmodelandsafetycriterionofblastingvibrationeffectbased
onwaveletpackettechniques
- 1.
CollegeofCivilEngineeringandArchitecture,ShandongUniversityof
- 2.
ScienceandTechnology,Qingdao266510,Shandong,China;
More Information
- Corresponding author:
CHEN Shi-hai
- Publish Date:
2010-07-25
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Abstract
Complexmeasuredvelocitysignalsofblastingvibrationaretransformedintothesuperpositionofseveralsimpleharmonicwavesbythewaveletpac
etdecompositionandreconstructiontechniques.
Inthisway,theproblemofstructuraldynamicresponseundertheactionofblastingvelocity
loadbecomestheproblemofthatunderaseriesofsimpleharmonicloads.Byintroducinganewconceptofvelocityfactorintothecomputationalmodelofblastingvibrationeffect,
thecontributionof
structuraltransientresponseisconsideredintostructuraldynamicresponse.Atthemeantime,normalizedenergyproportionisaddedtothecomputationalmodel,
andonlydominantfrequenciesofrelativelylargeenergyproportionscanbeincludedwhenconsideringtheinfluenceofblastingloadfrequencies
Then,onthebasisofthemodelabove,anewsafetycriterionofblastingvibrationeffectis
putforward,whichcanreflecttherelationbetweenthestructuralvelocityresponsemagnitudeunder
blastingloadstimulationandthefollowingparameters:structuralcharacteristics,amplitude,frequenciesincludingseveraldominantfrequencies,
durationandenergyproportionofblastingload.In
theend,bycombiningwithanactualengineeringcase,velocityresponseamplitudesarecalculatedby
thecomputationalmodelputforwardinthispaperandthetemporalanalysismethod,respectively.
Andthecomputationalresultsshowthatthiscomputationalmodelisfeasible.
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References
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Proportional views
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