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Volumn 41, Issue 8, 2008, Pages 54-64
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Stability behavior of the waist portion of the Guangzhou new TV Tower
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Author keywords
Failure mechanism; Multi column buckling; Test model; Ultimate load carrying capacity
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Indexed keywords
BOUNDARY ELEMENT METHOD;
BOUNDARY VALUE PROBLEMS;
BUCKLING;
BUILDINGS;
ESTIMATION;
FAILURE ANALYSIS;
FINITE ELEMENT METHOD;
NUMERICAL ANALYSIS;
ONTOLOGY;
QUALITY ASSURANCE;
RELIABILITY;
SAFETY ENGINEERING;
SAFETY FACTOR;
STEEL;
STEEL CONSTRUCTION;
STRUCTURAL FRAMES;
TESTING;
TOWERS;
BOUNDARY CONDITIONING;
BUCKLING MODES;
DESIGN CONCEPTS;
FAILURE MECHANISM;
FAILURE MECHANISMS;
FINITE ELEMENT MODELING;
FINITE-ELEMENT METHODS;
GUANGZHOU;
LOAD-CARRYING CAPACITIES;
MODEL TESTING;
MULTI-COLUMN BUCKLING;
NUMERICA L RESULTS;
STABILITY BEHAVIOR;
STEEL FRAMES;
STRUCTURAL SAFETY;
TEST MODEL;
TEST MODELING;
ULTIMATE LOAD-CARRYING CAPACITY;
BOUNDARY CONDITIONS;
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EID: 52349094860
PISSN: 1000131X
EISSN: None
Source Type: Journal
DOI: None Document Type: Article |
Times cited : (8)
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References (7)
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