메뉴 건너뛰기




Volumn 125, Issue 6, 1999, Pages 590-599

In-plane behavior of structural clay tile infilled frames

Author keywords

[No Author keywords available]

Indexed keywords

BENDING MOMENTS; CLAY; MATHEMATICAL MODELS; STEEL; STIFFNESS; STRENGTH OF MATERIALS; STRUCTURAL ANALYSIS;

EID: 0032643164     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1999)125:6(590)     Document Type: Article
Times cited : (91)

References (37)
  • 2
    • 0040044835 scopus 로고
    • The behaviour of one-storey brick shear walls
    • Benjamin, J. R., and Williams, H. A. (1958). "The behaviour of one-storey brick shear walls." J. Struct. Div., ASCE, 84(5), 1-30.
    • (1958) J. Struct. Div., ASCE , vol.84 , Issue.5 , pp. 1-30
    • Benjamin, J.R.1    Williams, H.A.2
  • 3
    • 0031189242 scopus 로고    scopus 로고
    • Compressive properties of structural clay tile prisms
    • Bennett, R. M., Boyd, K. A., and Flanagan, R. D. (1997). "Compressive properties of structural clay tile prisms." J. Struct. Engrg., ASCE, 123(7), 920-926.
    • (1997) J. Struct. Engrg., ASCE , vol.123 , Issue.7 , pp. 920-926
    • Bennett, R.M.1    Boyd, K.A.2    Flanagan, R.D.3
  • 6
    • 0040638106 scopus 로고
    • Experimental investigation of the shear resistance of masonry panels in steel frames
    • Dawe, J. L., and McBride, R. T. (1985). "Experimental investigation of the shear resistance of masonry panels in steel frames." Proc., Seventh Int. Brick Masonry Conf., 791-801.
    • (1985) Proc., Seventh Int. Brick Masonry Conf. , pp. 791-801
    • Dawe, J.L.1    McBride, R.T.2
  • 7
    • 0024945820 scopus 로고
    • Behavior of masonry infilled steel frames
    • Dawe, J. L., and Seah, C. K. (1989). "Behavior of masonry infilled steel frames." Can. J. Civ. Engrg., Ottawa, 16, 865-876.
    • (1989) Can. J. Civ. Engrg., Ottawa , vol.16 , pp. 865-876
    • Dawe, J.L.1    Seah, C.K.2
  • 8
    • 0040638103 scopus 로고
    • The behavior of brick masonry under biaxial stress with particular reference to infilled frames
    • Dhanasekar, M., Page, A. W., and Kleeman, P. W. (1985). "The behavior of brick masonry under biaxial stress with particular reference to infilled frames." Proc., Seventh Int. Brick Masonry Conf., 814-824.
    • (1985) Proc., Seventh Int. Brick Masonry Conf. , pp. 814-824
    • Dhanasekar, M.1    Page, A.W.2    Kleeman, P.W.3
  • 9
    • 0026297981 scopus 로고
    • Comportement d'un cadre rempli soumis à un chargement cyclique: Modélisation pour une analyse dynamique non linéaire
    • El-Ouali, T., Houde, J., and Tinawi, R. (1991). "Comportement d'un cadre rempli soumis à un chargement cyclique: modélisation pour une analyse dynamique non linéaire," Can. J. Civ. Engrg., Ottawa, 18(6), 1013-1023.
    • (1991) Can. J. Civ. Engrg., Ottawa , vol.18 , Issue.6 , pp. 1013-1023
    • El-Ouali, T.1    Houde, J.2    Tinawi, R.3
  • 12
    • 0345356162 scopus 로고
    • Report of the shear testing of mortar bed joints in a wall in building 9204-2
    • Martin Marietta Energy Systems, Oak Ridge, Tenn.
    • Fricke, K. E. (1992). "Report of the shear testing of mortar bed joints in a wall in building 9204-2." Rep. Y/En 4676, Martin Marietta Energy Systems, Oak Ridge, Tenn.
    • (1992) Rep. Y/En 4676
    • Fricke, K.E.1
  • 13
    • 0038859889 scopus 로고
    • A test program to determine the structural properties of unreinforced hollow clay tile masonry walls at the DOE Oak Ridge Plants
    • Fricke, K. E., and Jones, W. D. (1990). "A test program to determine the structural properties of unreinforced hollow clay tile masonry walls at the DOE Oak Ridge Plants." Proc., Fifth North American Masonry Conf., 747-757.
    • (1990) Proc., Fifth North American Masonry Conf. , pp. 747-757
    • Fricke, K.E.1    Jones, W.D.2
  • 15
    • 0002018675 scopus 로고
    • Steel frames with brickwork and concrete infilling
    • Holmes, M. (1961). "Steel frames with brickwork and concrete infilling." Proc. Instn. Civ. Engrs., 19, 473-478.
    • (1961) Proc. Instn. Civ. Engrs. , vol.19 , pp. 473-478
    • Holmes, M.1
  • 16
    • 0038859887 scopus 로고
    • Combined loading on infilled frames
    • Holmes, M. (1963). "Combined loading on infilled frames." Proc. Instn. Civ. Engrs., 25, 31-38.
    • (1963) Proc. Instn. Civ. Engrs. , vol.25 , pp. 31-38
    • Holmes, M.1
  • 17
    • 0017982512 scopus 로고
    • Earthquake resistance of infilled frames
    • Klingner, R. E., and Bertero, V. V. (1978). "Earthquake resistance of infilled frames." J. Struct. Div., ASCE, 104(6), 973-989.
    • (1978) J. Struct. Div., ASCE , vol.104 , Issue.6 , pp. 973-989
    • Klingner, R.E.1    Bertero, V.V.2
  • 18
    • 0020814856 scopus 로고
    • Plastic theory of non-integral infilled frames
    • Liauw, T. C., and Kwan, K. H. (1983). "Plastic theory of non-integral infilled frames." Proc. Instn. Civ. Engrs., 75, 379-396.
    • (1983) Proc. Instn. Civ. Engrs. , vol.75 , pp. 379-396
    • Liauw, T.C.1    Kwan, K.H.2
  • 19
    • 0015200561 scopus 로고
    • On the stiffness and strength of infilled frames
    • paper 7360S
    • Mainstone, R. J. (1971). "On the stiffness and strength of infilled frames," Proc. Instn. Civ. Engrs., supplement IV, 57-90 (paper 7360S).
    • (1971) Proc. Instn. Civ. Engrs. , Issue.SUPPL. IV , pp. 57-90
    • Mainstone, R.J.1
  • 21
    • 0039452732 scopus 로고
    • The seismic performance of brick infilled steel frames with and without retrofit
    • Nat. Ctr. for Earthquake Engr. Res., State University of New York at Buffalo
    • Mander, J. B., Nair, B., Wojtowski, K., and Ma, J. (1993). "The seismic performance of brick infilled steel frames with and without retrofit." Tech. Rep. NCEER-93-0001, Nat. Ctr. for Earthquake Engr. Res., State University of New York at Buffalo.
    • (1993) Tech. Rep. NCEER-93-0001
    • Mander, J.B.1    Nair, B.2    Wojtowski, K.3    Ma, J.4
  • 22
    • 0003749428 scopus 로고    scopus 로고
    • NEHRP guidelines for the seismic rehabilitation of buildings
    • Building Seismic Safety Council, Washington, D.C.
    • "NEHRP guidelines for the seismic rehabilitation of buildings." (1997). FEMA-273, Building Seismic Safety Council, Washington, D.C.
    • (1997) FEMA-273
  • 23
    • 0040044798 scopus 로고
    • On the interaction between masonry filler walls and enclosing frame when loaded in the plane of the wall
    • Earthquake Engineering Research Institute, San Francisco
    • Polyakov, S. V. (1960). "On the interaction between masonry filler walls and enclosing frame when loaded in the plane of the wall." Translations in earthquake engineering. Earthquake Engineering Research Institute, San Francisco, 36-42.
    • (1960) Translations in Earthquake Engineering , pp. 36-42
    • Polyakov, S.V.1
  • 24
    • 10844251850 scopus 로고
    • G. L. Cairns, translator, National Lending Library for Science and Technology, Boston Spa, Yorkshire, U.K.
    • Polyakov, S. V. (1963). Masonry in framed buildings, G. L. Cairns, translator, National Lending Library for Science and Technology, Boston Spa, Yorkshire, U.K.
    • (1963) Masonry in Framed Buildings
    • Polyakov, S.V.1
  • 26
    • 0021494328 scopus 로고
    • The influence of initial gaps on infilled frame behavior
    • Riddington, J. R. (1984). "The influence of initial gaps on infilled frame behavior." Proc. Instn. Civ. Engrs., 77, 295-310.
    • (1984) Proc. Instn. Civ. Engrs. , vol.77 , pp. 295-310
    • Riddington, J.R.1
  • 27
    • 0029292186 scopus 로고
    • Inelastic design of infilled frames
    • Saneinejad, A., and Hobbs, B. (1995). "Inelastic design of infilled frames." J. Struct. Engrg., ASCE, 121(4), 634-650.
    • (1995) J. Struct. Engrg., ASCE , vol.121 , Issue.4 , pp. 634-650
    • Saneinejad, A.1    Hobbs, B.2
  • 29
    • 0000179266 scopus 로고
    • Lateral stiffness of infilled frames
    • Stafford-Smith, B. (1962). "Lateral stiffness of infilled frames." J. Struct. Div., ASCE, 88(6), 183-199.
    • (1962) J. Struct. Div., ASCE , vol.88 , Issue.6 , pp. 183-199
    • Stafford-Smith, B.1
  • 30
    • 0000550506 scopus 로고
    • Behavior of square infilled frames
    • Stafford-Smith, B. (1966). "Behavior of square infilled frames." J. Struct. Div., ASCE, 92(1), 381-403.
    • (1966) J. Struct. Div., ASCE , vol.92 , Issue.1 , pp. 381-403
    • Stafford-Smith, B.1
  • 31
    • 0002528210 scopus 로고
    • A method for the analysis of infilled frames
    • Stafford-Smith, B., and Carter, C. (1969). "A method for the analysis of infilled frames." Proc. Instn. Civ. Engrs., 44, 31-48.
    • (1969) Proc. Instn. Civ. Engrs. , vol.44 , pp. 31-48
    • Stafford-Smith, B.1    Carter, C.2
  • 33
    • 0040044792 scopus 로고
    • Engineering aspects of the September 19
    • NBS Building Science Series, National Institute of Standards and Technology, Gaithersburg, Md.
    • Stone, W. C., Yokel, F. Y., Celebi, M., Hanks, T., and Leyendecker, E. V. (1987). Engineering aspects of the September 19, 1985 Mexico earthquake. No. 165. NBS Building Science Series, National Institute of Standards and Technology, Gaithersburg, Md.
    • (1987) 1985 Mexico Earthquake , vol.165
    • Stone, W.C.1    Yokel, F.Y.2    Celebi, M.3    Hanks, T.4    Leyendecker, E.V.5
  • 34
    • 0025406195 scopus 로고
    • Reliability analysis of partially restrained steel connections
    • Tucker, G. L., and Bennett, R. M. (1990). "Reliability analysis of partially restrained steel connections." J. Struct. Engrg., ASCE, 116(4), 1090-1101.
    • (1990) J. Struct. Engrg., ASCE , vol.116 , Issue.4 , pp. 1090-1101
    • Tucker, G.L.1    Bennett, R.M.2
  • 35
    • 0038805171 scopus 로고
    • The stability of tall buildings
    • Wood, R. H. (1958). "The stability of tall buildings." Proc. Instn. Civ. Engrs., 11, 69-102.
    • (1958) Proc. Instn. Civ. Engrs. , vol.11 , pp. 69-102
    • Wood, R.H.1
  • 36
    • 0017983444 scopus 로고
    • Plasticity, composite action and collapse design of unreinforced shear wall panels in frames
    • Wood, R. H. (1978). "Plasticity, composite action and collapse design of unreinforced shear wall panels in frames." Proc. Instn. Civ. Engrs., 65, 381-411.
    • (1978) Proc. Instn. Civ. Engrs. , vol.65 , pp. 381-411
    • Wood, R.H.1
  • 37
    • 0345356159 scopus 로고
    • Hollow clay tile wall prism tests: Report of the NIST Task 2 testing
    • Martin Marietta Energy Systems, Oak Ridge, Tenn.
    • Yancey, C. W. C. (1993). "Hollow clay tile wall prism tests: report of the NIST Task 2 testing." Rep. Y/EN 5083, Martin Marietta Energy Systems, Oak Ridge, Tenn.
    • (1993) Rep. Y/EN 5083
    • Yancey, C.W.C.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.