BENDING ELASTO-PLASTIC BEHAVIOR OF HYBRID GLULAM TIMBER COLUMN USING STEEL BARS AND EPOXY RESIN ADHESIVE (PART 2) : CALCULATIONS FOR RECTANGULAR-SECTION COLUMNS USING MULTI-SPRING MODEL | Zendy

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BENDING ELASTO-PLASTIC BEHAVIOR OF HYBRID GLULAM TIMBER COLUMN USING STEEL BARS AND EPOXY RESIN ADHESIVE (PART 2) : CALCULATIONS FOR RECTANGULAR-SECTION COLUMNS USING MULTI-SPRING MODEL

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