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Volumn 29, Issue 3, 2007, Pages 296-304
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Approximate limit load evaluation of structural frames using linear elastic analysis
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Author keywords
Collapse loads; Failure modes; Frames; Linear analysis; Lower bound analysis; Moduli reduction
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Indexed keywords
APPROXIMATION THEORY;
COMPUTATIONAL GEOMETRY;
COMPUTER SIMULATION;
ELASTIC MODULI;
FAILURE (MECHANICAL);
FINITE ELEMENT METHOD;
ITERATIVE METHODS;
LOAD LIMITS;
OPTIMIZATION;
PIPING SYSTEMS;
PRESSURE VESSELS;
COLLAPSE LOADS;
LINEAR ANALYSIS;
STRUCTURAL MODEL;
STRUCTURAL FRAMES;
APPROXIMATION THEORY;
COMPUTATIONAL GEOMETRY;
COMPUTER SIMULATION;
ELASTIC MODULI;
FAILURE (MECHANICAL);
FINITE ELEMENT METHOD;
ITERATIVE METHODS;
LOAD LIMITS;
OPTIMIZATION;
PIPING SYSTEMS;
PRESSURE VESSELS;
STRUCTURAL FRAMES;
COLLAPSE STRUCTURE;
DESIGN;
EARTHQUAKE ENGINEERING;
FAILURE MECHANISM;
FINITE ELEMENT METHOD;
GEOMETRY;
LIMIT ANALYSIS;
LINEARITY;
LOADING;
STRATEGIC APPROACH;
STRUCTURAL ANALYSIS;
STRUCTURAL COMPONENT;
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EID: 33846281950
PISSN: 01410296
EISSN: None
Source Type: Journal
DOI: 10.1016/j.engstruct.2006.03.013 Document Type: Article |
Times cited : (30)
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References (17)
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