메뉴 건너뛰기




Volumn 122, Issue 9, 1996, Pages 1040-1047

Seismic behavior of masonry walls: Experimental simulation

Author keywords

[No Author keywords available]

Indexed keywords

CONCRETE BLOCKS; CONCRETE REINFORCEMENTS; DEFORMATION; DUCTILITY; DYNAMIC LOADS; EARTHQUAKE RESISTANCE; MASONRY MATERIALS; MECHANICAL TESTING; MORTAR; WALLS (STRUCTURAL PARTITIONS);

EID: 0030235093     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1996)122:9(1040)     Document Type: Article
Times cited : (152)

References (20)
  • 1
    • 0019098667 scopus 로고
    • A comparison of three laboratory test methods used to determine the shear resistance of masonry walls
    • Int. Assn. for Earthquake Engrg.
    • Bernardini, A., Modena, C., Turnšek, V., and Vescovi, U. (1980). "A comparison of three laboratory test methods used to determine the shear resistance of masonry walls." Proc., 7th World Conf. on Earthquake Engrg., Int. Assn. for Earthquake Engrg., 7, 181-184.
    • (1980) Proc., 7th World Conf. on Earthquake Engrg. , vol.7 , pp. 181-184
    • Bernardini, A.1    Modena, C.2    Turnšek, V.3    Vescovi, U.4
  • 2
    • 0242544452 scopus 로고
    • Combined cyclic testing procedures in diagonal compression on hollow clay block reinforced masonry
    • Laterconsult, Rome, Italy
    • Cantu, E., and Zanon, P. (1982). "Combined cyclic testing procedures in diagonal compression on hollow clay block reinforced masonry." Proc., 6th Int. Brick-Masonry Conf., Laterconsult, Rome, Italy, 1007-1020.
    • (1982) Proc., 6th Int. Brick-Masonry Conf. , pp. 1007-1020
    • Cantu, E.1    Zanon, P.2
  • 4
    • 4043070293 scopus 로고
    • Experimental study on seismic performance of reinforced masonry walls
    • Japan Assn. for Earthquake Disaster Prevention, Tokyo-Kyoto, Japan
    • Kaminosono, T., Teshigawara, M., Hiraishi, H., Fujisawa, M., and Nakaoka, A. (1988). "Experimental study on seismic performance of reinforced masonry walls." Proc., 9th World Conf. on Earthquake Engrg., Japan Assn. for Earthquake Disaster Prevention, Tokyo-Kyoto, Japan, 6, VI/109-114.
    • (1988) Proc., 9th World Conf. on Earthquake Engrg. , vol.6
    • Kaminosono, T.1    Teshigawara, M.2    Hiraishi, H.3    Fujisawa, M.4    Nakaoka, A.5
  • 5
    • 0242544470 scopus 로고
    • Tests of masonry walls subjected to seismic forces
    • Elsevier Applied Science, New York, N.Y.
    • Mann, W., Koenig, G., and Oetes, A. (1988). "Tests of masonry walls subjected to seismic forces." Proc., 8th Int. Brick/Block Masonry Conf., Elsevier Applied Science, New York, N.Y., 2, 764-773.
    • (1988) Proc., 8th Int. Brick/Block Masonry Conf. , vol.2 , pp. 764-773
    • Mann, W.1    Koenig, G.2    Oetes, A.3
  • 7
    • 0242629405 scopus 로고
    • Behavior of masonry walls under lateral loads
    • Int. Assn. for Earthquake Engrg., Paper 101a
    • Meli, R. (1973). "Behavior of masonry walls under lateral loads." Proc., 5th World Conf. on Earthquake Engrg., Int. Assn. for Earthquake Engrg., Paper 101a.
    • (1973) Proc., 5th World Conf. on Earthquake Engrg.
    • Meli, R.1
  • 8
    • 0043265969 scopus 로고
    • Correlation between static and dynamic response of model masonry structures
    • Paulson, T. J., and Abrams, D. P. (1990). "Correlation between static and dynamic response of model masonry structures." Earthquake Spectra, 6(3), 573-591.
    • (1990) Earthquake Spectra , vol.6 , Issue.3 , pp. 573-591
    • Paulson, T.J.1    Abrams, D.P.2
  • 10
    • 85033851778 scopus 로고
    • A comparison between the experimentally-obtained lonear stiffness characteristics of masonry buildings and their constituent wall elements
    • Laboratorio Nacional de Ingenharia Civil, Lisbon, Portugal
    • Sheppard, P. (1986). "A comparison between the experimentally-obtained lonear stiffness characteristics of masonry buildings and their constituent wall elements." Proc., 8th Eur. Conf. on Earthquake Engrg., Laboratorio Nacional de Ingenharia Civil, Lisbon, Portugal, 4, 7.6/ 25-32.
    • (1986) Proc., 8th Eur. Conf. on Earthquake Engrg. , vol.4
    • Sheppard, P.1
  • 11
    • 0242713513 scopus 로고
    • Evaluation of reinforced masonry shear wall components by pseudodynamic testing
    • Earthquake Engrg. Res. Inst., Berkeley, Calif.
    • Shing, P. B., Manivannan, T., and Carter, E. (1990). "Evaluation of reinforced masonry shear wall components by pseudodynamic testing." Proc., 4th U.S. Nat. Conf. on Earthquake Engrg., Earthquake Engrg. Res. Inst., Berkeley, Calif., 2, 829-838.
    • (1990) Proc., 4th U.S. Nat. Conf. on Earthquake Engrg. , vol.2 , pp. 829-838
    • Shing, P.B.1    Manivannan, T.2    Carter, E.3
  • 12
    • 0039797368 scopus 로고
    • Inelastic behavior of concrete masonry walls
    • ASCE
    • Shing, P. B. S., Noland, J. L., Klamerus, E., and Spaeh, H. (1988). "Inelastic behavior of concrete masonry walls." J. Struct. Engrg., ASCE, 115(9), 2204-2225.
    • (1988) J. Struct. Engrg. , vol.115 , Issue.9 , pp. 2204-2225
    • Shing, P.B.S.1    Noland, J.L.2    Klamerus, E.3    Spaeh, H.4
  • 13
    • 5544221876 scopus 로고
    • The influence of frequency on the shear strength and ductility of masonry walls in dynamic loading tests
    • Int. Assn. for Earthquake Engrg.
    • Terčelj, S., Sheppard, P., and Turnšek, V. (1973). "The influence of frequency on the shear strength and ductility of masonry walls in dynamic loading tests." Proc., 6th World Conf. on Earthquake Engrg., Int. Assn. for Earthquake Engrg., 3, 2992-2999.
    • (1973) Proc., 6th World Conf. on Earthquake Engrg. , vol.3 , pp. 2992-2999
    • Terčelj, S.1    Sheppard, P.2    Turnšek, V.3
  • 14
    • 4043070293 scopus 로고
    • Seismic resistance of reinforced masonry walls
    • Japan Assn. for Earthquake Disaster Prevention, Tokyo-Kyoto, Japan
    • Tomaževič, M., and Lutman, M. (1988). "Seismic resistance of reinforced masonry walls." Proc., 9th World Conf. on Earthquake Engrg., Japan Assn. for Earthquake Disaster Prevention, Tokyo-Kyoto, Japan, VI/97-102.
    • (1988) Proc., 9th World Conf. on Earthquake Engrg.
    • Tomaževič, M.1    Lutman, M.2
  • 15
    • 5544318265 scopus 로고
    • The influence of structural layout and reinforcement on the seismic behavior of masonry buildings: An experimental study
    • Tomaževič, M., Modena, C., Velechovsky, T., and Weiss, P. (1990). "The influence of structural layout and reinforcement on the seismic behavior of masonry buildings: an experimental study." The Masonry Soc. J., 9(1), 26-50.
    • (1990) The Masonry Soc. J. , vol.9 , Issue.1 , pp. 26-50
    • Tomaževič, M.1    Modena, C.2    Velechovsky, T.3    Weiss, P.4
  • 16
    • 0041868040 scopus 로고
    • Some experimental results on the strength of brick masonry walls
    • British Ceramic Soc., Stoke-on-Trent, England
    • Turnšek, V., and Čačovič, F. (1971). "Some experimental results on the strength of brick masonry walls." Proc., 2nd Int. Brick-Masonry Conf., British Ceramic Soc., Stoke-on-Trent, England, 149-156.
    • (1971) Proc., 2nd Int. Brick-Masonry Conf. , pp. 149-156
    • Turnšek, V.1    Čačovič, F.2
  • 17
    • 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
  • 18
    • 5544298356 scopus 로고
    • Response of reinforced masonry shear walls to static and dynamic cyclic loading
    • Int. Assn. for Earthquake Engrg.
    • Williams, D., and Scrivener, J. C. (1974). "Response of reinforced masonry shear walls to static and dynamic cyclic loading." Proc., 5th World Conf. on Earthquake Engrg., Int. Assn. for Earthquake Engrg., 2, 1491-1494.
    • (1974) Proc., 5th World Conf. on Earthquake Engrg. , vol.2 , pp. 1491-1494
    • Williams, D.1    Scrivener, J.C.2
  • 19
    • 5544260070 scopus 로고
    • Behavior of concrete block masonry walls subjected to repeated cyclic displacements
    • Nat. Bureau of Standards, Washington, D.C.
    • Woodward, K., and Rankin, F. (1983). "Behavior of concrete block masonry walls subjected to repeated cyclic displacements." Rep. NBSIR 83-2780, Nat. Bureau of Standards, Washington, D.C.
    • (1983) Rep. NBSIR 83-2780
    • Woodward, K.1    Rankin, F.2
  • 20
    • 0242629409 scopus 로고
    • Tests of aseismic behavior of brick masonry wall
    • State Seismological Bureau and Nat. Sci. Found., Washington, D.C.
    • Xia, J., Ding, S., and Zhou, S. (1986). "Tests of aseismic behavior of brick masonry wall." Proc., U.S.-P.R.C. Joint Workshop on Seismic Resistance of Masonry Struct., State Seismological Bureau and Nat. Sci. Found., Washington, D.C., II-VI-1-10.
    • (1986) Proc., U.S.-P.R.C. Joint Workshop on Seismic Resistance of Masonry Struct. , pp. 1-10
    • Xia, J.1    Ding, S.2    Zhou, S.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.