SCOPUS 정보 검색 플랫폼

Volumn 61, Issue 12, 2005, Pages 1613-1630

Experimental study of prestressed steel-concrete composite beams with external tendons for negative moments

Author keywords

Continuous composite beam; Distortional buckling; External prestress

Indexed keywords

BENDING MOMENTS; BUCKLING; COMPOSITE BEAMS AND GIRDERS; CRACK INITIATION; FLANGES; PLASTICITY; PRESTRESSED CONCRETE; STEEL; TENDONS;

CONTINUOUS COMPOSITE BEAMS; DISTORTIONAL BUCKLING; EXTERNAL PRESTRESS; NEGATIVE MOMENT RESISTANCE;

PRESTRESSED BEAMS AND GIRDERS;

EID: 23944501754 PISSN: 0143974X EISSN: None Source Type: Journal
DOI: 10.1016/j.jcsr.2005.05.005 Document Type: Article

Times cited : (84)

References (9)

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2
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4
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5
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6
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8
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9
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- Lateral buckling of beams analyzed as elastically supported columns subjected to a varying axial force
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.