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Volumn 122, Issue 9, 1996, Pages 1048-1053

Seismic behavior of masonry walls: Modeling of hysteretic rules

Author keywords

[No Author keywords available]

Indexed keywords

CORRELATION METHODS; DYNAMIC LOADS; EARTHQUAKE RESISTANCE; MASONRY MATERIALS; MATHEMATICAL MODELS; STIFFNESS; STRENGTH OF MATERIALS; WALLS (STRUCTURAL PARTITIONS);

EID: 0030235477     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(asce)0733-9445(1996)122:9(1048)     Document Type: Article
Times cited : (51)

References (12)
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    • Bernardini, A., Giuffre, A., and Modena, C. (1984). "Reinforced hollow clay brick masonry walls under seismic actions." Proc., 8th World Conf. on Earthquake Engrg., Prentice-Hall, Englewood Cliffs, N.J., 4, 679-686.
    • (1984) Proc., 8th World Conf. on Earthquake Engrg. , vol.4 , pp. 679-686
    • Bernardini, A.1    Giuffre, A.2    Modena, C.3
  • 2
    • 5544226094 scopus 로고
    • Non-linear plane stress model for masonry
    • Stoke-on-Trent, England
    • Calvi, G. M., and Gobetti, A. (1984). "Non-linear plane stress model for masonry." Masonry Int., 1(2), Stoke-on-Trent, England, 9-17.
    • (1984) Masonry Int. , vol.1 , Issue.2 , pp. 9-17
    • Calvi, G.M.1    Gobetti, A.2
  • 3
    • 5544266641 scopus 로고
    • A finite element computer program for the nonlinear static analysis of reinforced masonry walls
    • Elsevier Applied Science, New York, N.Y.
    • Ewing, R. D., El-Mustapha, A. M., and Kariotis, J. C. (1988a). "A finite element computer program for the nonlinear static analysis of reinforced masonry walls." Proc., 8th Int. Brick/Block Masonry Conf., Elsevier Applied Science, New York, N.Y., 2, 1119-1130.
    • (1988) Proc., 8th Int. Brick/Block Masonry Conf. , vol.2 , pp. 1119-1130
    • Ewing, R.D.1    El-Mustapha, A.M.2    Kariotis, J.C.3
  • 4
    • 5544296876 scopus 로고
    • Correlation of finite element analysis and experiments on reinforced masonry walls
    • Elsevier Applied Science, New York, N.Y.
    • Ewing, R. D., Kariotis, J. C., and El-Mustapha, A. M. (1988b). "Correlation of finite element analysis and experiments on reinforced masonry walls." Proc., 8th Int. Brick/Block Masonry Conf., Elsevier Applied Science, New York, N.Y., 2, 631-641.
    • (1988) Proc., 8th Int. Brick/Block Masonry Conf. , vol.2 , pp. 631-641
    • Ewing, R.D.1    Kariotis, J.C.2    El-Mustapha, A.M.3
  • 5
    • 0028315781 scopus 로고
    • Interface model applied to fracture of masonry structures
    • ASCE
    • Lotfi, H. R., and Shing, P. B. (1994). "Interface model applied to fracture of masonry structures." J. Struct. Engrg., ASCE, 120(1), 63-80.
    • (1994) J. Struct. Engrg. , vol.120 , Issue.1 , pp. 63-80
    • Lotfi, H.R.1    Shing, P.B.2
  • 6
    • 0004029464 scopus 로고
    • IDARC: Inelastic damage analysis of reinforced concrete frame - Shear-wall structures
    • Nat. Ctr. for Earthquake Engrg. Res., Buffalo, N.Y.
    • Park, Y. J., Reinhorn, A. M., and Kunnath, S. K. (1987). "IDARC: inelastic damage analysis of reinforced concrete frame - shear-wall structures." Tech. Rep. NCEER-87-0008, Nat. Ctr. for Earthquake Engrg. Res., Buffalo, N.Y.
    • (1987) Tech. Rep. NCEER-87-0008
    • Park, Y.J.1    Reinhorn, A.M.2    Kunnath, S.K.3
  • 7
    • 0025398531 scopus 로고
    • In plane resistance of reinforced masonry shear walls
    • ASCE
    • Shing, P. B., Schuller, M., and Hoskere, V. S. (1990). "In plane resistance of reinforced masonry shear walls." J. Struct. Engrg., ASCE, 116(3), 619-640.
    • (1990) J. Struct. Engrg. , vol.116 , Issue.3 , pp. 619-640
    • Shing, P.B.1    Schuller, M.2    Hoskere, V.S.3
  • 8
    • 0027047709 scopus 로고
    • The nonlinear response of unreinforced masonry buildings to earthquake excitations
    • Tanrikulu, A. K., Mengi, Y, and McNiven, H. D. (1992). "The nonlinear response of unreinforced masonry buildings to earthquake excitations." Earthquake Engrg. and Struct. Dynamics, 21(11), 965-985.
    • (1992) Earthquake Engrg. and Struct. Dynamics , vol.21 , Issue.11 , pp. 965-985
    • Tanrikulu, A.K.1    Mengi, Y.2    McNiven, H.D.3
  • 9
    • 5544278541 scopus 로고
    • Behaviour of walls including infilled frames under cyclic loading
    • Int. Ctr. for Build. Sys., Res. and Devel., Warsaw, Poland
    • Tassios, T. (1984). "Behaviour of walls including infilled frames under cyclic loading." Proc., CIB Symp. on Wall Struct., Int. Ctr. for Build. Sys., Res. and Devel., Warsaw, Poland.
    • (1984) Proc., CIB Symp. on Wall Struct.
    • Tassios, T.1
  • 10
    • 0030235093 scopus 로고    scopus 로고
    • Seismic behavior of masonry walls: Experimental simulation
    • ASCE
    • Tomaževič, M., Lutman, M., and Petkovič, L. (1996). "Seismic behavior of masonry walls: experimental simulation." J. Struct. Engrg., ASCE, 122(9), 1040-1047.
    • (1996) J. Struct. Engrg. , vol.122 , Issue.9 , pp. 1040-1047
    • Tomaževič, M.1    Lutman, M.2    Petkovič, L.3
  • 11
    • 5544222418 scopus 로고
    • A rational, experiment based method for the verification of earthquake resistance of masonry buildings
    • Earthquake Engrg. Res. Inst., El Cerrito, Calif.
    • Tomaževič, M., and Weiss, P. (1990). "A rational, experiment based method for the verification of earthquake resistance of masonry buildings." Proc., 4th U.S. Nat. Conf. on Earthquake Engrg., Earthquake Engrg. Res. Inst., El Cerrito, Calif., 2, 349-358.
    • (1990) Proc., 4th U.S. Nat. Conf. on Earthquake Engrg. , vol.2 , pp. 349-358
    • Tomaževič, M.1    Weiss, P.2
  • 12
    • 5544251771 scopus 로고
    • Reinforcing principle and seismic resistance of brick masonry walls
    • Prentice-Hall, Englewood Cliffs, N.J.
    • Wakabayashi, M., and Nakamura, T. (1984). "Reinforcing principle and seismic resistance of brick masonry walls." Proc., 8th World Conf. on Earthquake Engrg., Prentice-Hall, Englewood Cliffs, N.J., 5, 661-667.
    • (1984) Proc., 8th World Conf. on Earthquake Engrg. , vol.5 , pp. 661-667
    • Wakabayashi, M.1    Nakamura, T.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.