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Volumn 4, Issue 2 SPEC.ISS, 2001, Pages 93-100

Influence of concrete compaction on the behavior of concrete filled steel tubes with rectangular sections

Author keywords

Concrete compaction; Concrete filled steel tubes; Modulus; Sectional capacity; Stub column

Indexed keywords

BUCKLING; CALCULATIONS; COLUMNS (STRUCTURAL); COMPACTION; CONCRETE TESTING; ELASTIC MODULI; STEEL; STRAIN; STRUCTURAL LOADS; TUBES (COMPONENTS);

EID: 0035328914     PISSN: 13694332     EISSN: None     Source Type: Journal    
DOI: 10.1260/1369433011502381     Document Type: Article
Times cited : (35)

References (16)
  • 1
    • 0004200326 scopus 로고    scopus 로고
    • Concrete filled steel tubes-A comparison of international codes and practices
    • ASCCS Seminar Report; Innsbruck
    • (1997)
  • 13
    • 4243676160 scopus 로고    scopus 로고
    • Design code for concrete filled steel tubes with square sections
    • GJB1019; (in Chinese)
    • (2000) , Issue.PART 1
  • 15
    • 0003423101 scopus 로고    scopus 로고
    • Recommendations for design and construction of concrete filled steel tubular structures
    • Architectural Institute of Japan (AIJ)
    • (1997)
  • 16
    • 0004315599 scopus 로고
    • Design of steel and concrete structures, Part 1. 1, General rules and rules doe building
    • Eurocode 4 (EC4); DD ENV 1994-1-1:1992, British Standards Institution, London W1A 2BS
    • (1992)


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.