메뉴 건너뛰기




Volumn 13, Issue 1, 2002, Pages 17-34

Seismic repair of exterior R/C beam-to-column joints using two-sided and three-sided jackets

Author keywords

Beams (supports); Buildings; Cement grout; Columns (supports); Damage; Earthquake resistant structures; Joints (junctions); Lateral pressure; Load (forces); Reinforced concrete; Repairs; Shear properties; Strengthening

Indexed keywords

BENDING (DEFORMATION); BOND (MASONRY); COLUMNS (STRUCTURAL); COMPRESSION TESTING; CONCRETE BEAMS AND GIRDERS; DYNAMIC LOADS; EARTHQUAKE RESISTANCE; ENERGY DISSIPATION; REINFORCED CONCRETE; REPAIR; SHEAR STRENGTH; STIFFNESS;

EID: 0036130861     PISSN: 12254568     EISSN: None     Source Type: Journal    
DOI: 10.12989/sem.2002.13.1.017     Document Type: Article
Times cited : (66)

References (22)
  • 1
    • 0022067451 scopus 로고
    • Recommendations for design of beam-column joints in monolithic reinforced concrete structures (ACI 352R-85)
    • ACI-ASCE Committee 352
    • (1985) ACI Struct. J. , vol.82 , Issue.3 , pp. 266-283
  • 4
    • 85037009446 scopus 로고
    • Eurocode 8: Earthquake resistant design of the structures, part 1.4 (Draft): Repair and strengthening
    • CEN Tech. Comm. 250/SC8; CEN, Berlin
    • (1993)
  • 6
    • 0006447041 scopus 로고    scopus 로고
    • Earthquake resistant design of structures
    • Eurocode No 8:1993; Commission of European Communities, CEN/TC 250/SC8
  • 21
    • 0032665677 scopus 로고    scopus 로고
    • Lateral load response of strengthened reinforced concrete beam-to-column joints
    • (1999) ACI Struct. J. , vol.96 , Issue.1 , pp. 46-56
    • Tsonos, A.G.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.