Abstract
A SINGLE-DEGREE-OF-FREEDOM APPROACH IS USED TO MODEL STRUCTURAL RESPONSE TO SUPERIMPOSED AIRBLAST AND GROUND VIBRATION FROM CONVENTIONAL EXPLOSIONS. A METHOD IS USED WHEREBY THE FORCE APPLIED TO THE STRUCTURE BY THE AIRBLAST IS COMBINED WITH THE FORCE DUE TO THE GROUND MOTION INTO A SINGLE EXCITINGFORCE. THE USE OF FIELD DATA PERMITS COMPARISON OF MODEL RESPONSE TO ACTUAL MEASURED STRUCTURAL RESPONSE.
Original language | English (US) |
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Pages (from-to) | 2363-2378 |
Number of pages | 16 |
Journal | ASCE J STRUCT DIV |
Volume | V 108 |
Issue number | N ST11 |
State | Published - Jan 1 1982 |
ASJC Scopus subject areas
- General Engineering