메뉴 건너뛰기




Volumn 122, Issue 9, 1996, Pages 989-997

Structural strength of bridge decks reinforced with welded wire fabric

Author keywords

[No Author keywords available]

Indexed keywords

BEARING CAPACITY; BRIDGE DECKS; CONCRETE REINFORCEMENTS; CONCRETE SLABS; CONCRETE TESTING; DEFLECTION (STRUCTURES); DUCTILITY; FINITE ELEMENT METHOD; STEEL; STRENGTH OF MATERIALS; SUPPORTS; WIRE;

EID: 0030243763     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1996)122:9(989)     Document Type: Article
Times cited : (10)

References (19)
  • 3
    • 84930124191 scopus 로고
    • Second interim report on studies of welded wire fabric for reinforced concrete
    • Dept. of Theoretical and Appl. Mech., Univ. of Illinois, Urbana, Ill.
    • Atlas, A., Blanchini, A. C., Yasin, K., and Kesler, C. E. (1962). "Second interim report on studies of welded wire fabric for reinforced concrete." Theoretical and Appl. Mech. Rep. No. 624, Dept. of Theoretical and Appl. Mech., Univ. of Illinois, Urbana, Ill.
    • (1962) Theoretical and Appl. Mech. Rep. No. 624
    • Atlas, A.1    Blanchini, A.C.2    Yasin, K.3    Kesler, C.E.4
  • 4
    • 5544272307 scopus 로고
    • Behavior of concrete floor slabs reinforced with welded wire fabric
    • Dept. of Theoretical and Appl. Mech., Univ. of Illinois, Urbana, Ill.
    • Atlas, A., Siess, C. P., Blanchini, A. C., and Kesler, C. E. (1964). "Behavior of concrete floor slabs reinforced with welded wire fabric." Theoretical and Appl. Mech., Rep. No. 260, Dept. of Theoretical and Appl. Mech., Univ. of Illinois, Urbana, Ill.
    • (1964) Theoretical and Appl. Mech., Rep. No. 260
    • Atlas, A.1    Siess, C.P.2    Blanchini, A.C.3    Kesler, C.E.4
  • 5
    • 0028480120 scopus 로고
    • Bond strength of welded wire fabric in concrete bridge decks
    • ASCE
    • Ayyub, B. M., Al-Mutairi, N. M., and Chang, P. C. (1994a). "Bond strength of welded wire fabric in concrete bridge decks." J. Struct. Engrg., ASCE, 120(8), 2520-2531.
    • (1994) J. Struct. Engrg. , vol.120 , Issue.8 , pp. 2520-2531
    • Ayyub, B.M.1    Al-Mutairi, N.M.2    Chang, P.C.3
  • 6
    • 0028480227 scopus 로고
    • Splicing strength of welded steel mesh in concrete bridge decks
    • ASCE
    • Ayyub, B. M., Al-Mutairi, N. M., and Chang, P. C. (1994b). "Splicing strength of welded steel mesh in concrete bridge decks." J. Struct. Engrg., ASCE, 120(8), 2532-2546.
    • (1994) J. Struct. Engrg. , vol.120 , Issue.8 , pp. 2532-2546
    • Ayyub, B.M.1    Al-Mutairi, N.M.2    Chang, P.C.3
  • 7
    • 0028448420 scopus 로고
    • Welded wire fabric for bridges. I: Ultimate strength and ductility
    • ASCE
    • Ayyub, B. M., Chang, P. C., and Al-Mutairi, N. M. (1994c). "Welded wire fabric for bridges. I: Ultimate strength and ductility." J. Struct. Engrg., ASCE, 120(6), 1866-1881.
    • (1994) J. Struct. Engrg. , vol.120 , Issue.6 , pp. 1866-1881
    • Ayyub, B.M.1    Chang, P.C.2    Al-Mutairi, N.M.3
  • 8
    • 5544262348 scopus 로고
    • Welded wire fabric for bridges. II: Fatigue strength
    • ASCE
    • Ayyub, B. M., Chang, P. C., and Al-Mutairi, N. M. (1994d). "Welded wire fabric for bridges. II: Fatigue strength." J. Struct. Engrg., ASCE, 120(6), 1882-1892.
    • (1994) J. Struct. Engrg. , vol.120 , Issue.6 , pp. 1882-1892
    • Ayyub, B.M.1    Chang, P.C.2    Al-Mutairi, N.M.3
  • 10
    • 0026881118 scopus 로고
    • Potential gains through welded wine fabric reinforcement
    • ASCE
    • Bernold, L., and Chang, P. (1992). "Potential gains through welded wine fabric reinforcement." J. Constr. Engrg. and Mgmt., ASCE, 118(2), 244-257.
    • (1992) J. Constr. Engrg. and Mgmt. , vol.118 , Issue.2 , pp. 244-257
    • Bernold, L.1    Chang, P.2
  • 11
    • 85033847508 scopus 로고
    • Interim report of studies of welded wire fabric for reinforced concrete
    • Dept. of Theoretical and Appl. Mech., Univ. of Illinois, Urbana, Ill.
    • Blanchini, A. C., and Kesler, C. E. (1960). "Interim report of studies of welded wire fabric for reinforced concrete." Theoretical and Appl. Mech. Rep. No. 593, Dept. of Theoretical and Appl. Mech., Univ. of Illinois, Urbana, Ill.
    • (1960) Theoretical and Appl. Mech. Rep. No. 593
    • Blanchini, A.C.1    Kesler, C.E.2
  • 12
    • 0020099333 scopus 로고
    • Unified procedures for predicting the deflection and centroidal axis location of partially cracked nonprestressed and prestressed concrete members
    • Branson, D. E., and Trost, H. (1982). "Unified procedures for predicting the deflection and centroidal axis location of partially cracked nonprestressed and prestressed concrete members." ACI J., 79(2), 119-130.
    • (1982) ACI J. , vol.79 , Issue.2 , pp. 119-130
    • Branson, D.E.1    Trost, H.2
  • 15
    • 84923987298 scopus 로고
    • An experimental study of a flat slab floor reinforced with welded wire fabric
    • Univ. of Illinois, Urbana, Ill.
    • Jirsa, K. O., Sozen, M. A., and Siess, C. P. (1962). "An experimental study of a flat slab floor reinforced with welded wire fabric." Civ. Engrg. Studies, Struct. Res. Ser. No. 249, Univ. of Illinois, Urbana, Ill.
    • (1962) Civ. Engrg. Studies, Struct. Res. Ser. No. 249
    • Jirsa, K.O.1    Sozen, M.A.2    Siess, C.P.3
  • 16
    • 84930117751 scopus 로고
    • Behavior of one-way slabs reinforced with deformed wire and deformed wire fabric
    • Dept. of Theoretical and Appl. Mech., Univ. of Illinois, Urbana, Ill.
    • Lloyd, J. P., and Kesler, C. E. (1969). "Behavior of one-way slabs reinforced with deformed wire and deformed wire fabric." Theoretical and Appl. Mech. Rep. No. 323, Dept. of Theoretical and Appl. Mech., Univ. of Illinois, Urbana, Ill.
    • (1969) Theoretical and Appl. Mech. Rep. No. 323
    • Lloyd, J.P.1    Kesler, C.E.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.