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Volumn 123, Issue 7, 1997, Pages 920-926

Compressive properties of structural clay tile prisms

Author keywords

[No Author keywords available]

Indexed keywords

CLAY; ELASTIC MODULI; STRAIN; STRENGTH OF MATERIALS; STRUCTURES (BUILT OBJECTS); TESTING;

EID: 0031189242     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1997)123:7(920)     Document Type: Article
Times cited : (74)

References (28)
  • 2
    • 0024720945 scopus 로고
    • Response of masonry bed joints in direct shear
    • ASCE
    • Alkinson, R. H., Amadei, B. P., Saeb, S., and Sture, S. (1989). "Response of masonry bed joints in direct shear." J. Struct. Engrg., ASCE, 115(9), 2276-2296.
    • (1989) J. Struct. Engrg. , vol.115 , Issue.9 , pp. 2276-2296
    • Alkinson, R.H.1    Amadei, B.P.2    Saeb, S.3    Sture, S.4
  • 4
    • 2142693976 scopus 로고
    • A study of jointed and fractured rock, pan I, fracture patterns and failure characteristics
    • Bray, J. W. (1966). "A study of jointed and fractured rock, pan I, fracture patterns and failure characteristics." Rock Mechanics and Engrg. Geol., 5(2-3), 117-136.
    • (1966) Rock Mechanics and Engrg. Geol. , vol.5 , Issue.2-3 , pp. 117-136
    • Bray, J.W.1
  • 6
    • 0040044799 scopus 로고
    • Properties of structural clay load-beanng wall tile
    • The Masonry Soc., Boulder, Colo.
    • Flanagan, R. D., Bennett, R. M., and Butala, M. B. (1993). "Properties of structural clay load-beanng wall tile." Proc., 6th North Am. Masonry Conf., The Masonry Soc., Boulder, Colo., 87-98.
    • (1993) Proc., 6th North Am. Masonry Conf. , pp. 87-98
    • Flanagan, R.D.1    Bennett, R.M.2    Butala, M.B.3
  • 7
    • 84889532302 scopus 로고
    • Reliability of three nonlinear constitutive laws in predicting masonry deformations
    • The Masonry Soc. Boulder, Colo.
    • Giovanni, M., and Roberto, G. (1987). "Reliability of three nonlinear constitutive laws in predicting masonry deformations." Proc. 4th North Am. Masonry Conf., The Masonry Soc. Boulder, Colo., 22A-1-22A-14.
    • (1987) Proc. 4th North Am. Masonry Conf.
    • Giovanni, M.1    Roberto, G.2
  • 8
    • 0016435232 scopus 로고
    • Strength and related properties of brick masonry
    • ASCE
    • Grimm, C. T. (1975). "Strength and related properties of brick masonry." J. Struct. Div., ASCE, 101(1), 217-232.
    • (1975) J. Struct. Div. , vol.101 , Issue.1 , pp. 217-232
    • Grimm, C.T.1
  • 9
    • 0019055538 scopus 로고
    • Concrete masonry under combined shear and compression along the mortar joints
    • Hamid, A. A., and Drysdale, R. G. (1980). "Concrete masonry under combined shear and compression along the mortar joints." J. Am. Concrete Inst. 77(5), 314-320.
    • (1980) J. Am. Concrete Inst. , vol.77 , Issue.5 , pp. 314-320
    • Hamid, A.A.1    Drysdale, R.G.2
  • 12
    • 0015585369 scopus 로고
    • Structural strength of hollow clay tile assemblages
    • ASCE
    • Johnson, F. B., and Marthys, J. H. (1973). "Structural strength of hollow clay tile assemblages." J. Struct. Div., ASCE, 99(2), 259-275.
    • (1973) J. Struct. Div. , vol.99 , Issue.2 , pp. 259-275
    • Johnson, F.B.1    Marthys, J.H.2
  • 13
    • 0028096458 scopus 로고
    • Testing of hollow clay tile masonry prisms
    • ASCE, New York, N.Y.
    • Jones, W. D., and Butala, M. B. (1994). "Testing of hollow clay tile masonry prisms." Proc., ASCE Struct. Congr., Atlanta, ASCE, New York, N.Y., 1094-1099.
    • (1994) Proc., ASCE Struct. Congr., Atlanta , pp. 1094-1099
    • Jones, W.D.1    Butala, M.B.2
  • 14
    • 84889518817 scopus 로고
    • Shape factor for masonry units: An empirical formula
    • British Masonry Soc., Stoke-on-Trent, U.K.
    • Khalaf, F. M., and Hendry, A. W. (1994). "Shape factor for masonry units: an empirical formula." Proc., 3rd Int. Masonry Conf., Masonry (6), British Masonry Soc., Stoke-on-Trent, U.K., 136-139.
    • (1994) Proc., 3rd Int. Masonry Conf., Masonry (6) , pp. 136-139
    • Khalaf, F.M.1    Hendry, A.W.2
  • 15
    • 8644280799 scopus 로고
    • Tests of concrete block masonry under biaxial tension - Compression
    • Univ. of Saskatchewan, Saskatoon, Canada
    • Khattab, M. M., and Drysdale, R. G. (1992). "Tests of concrete block masonry under biaxial tension - compression." Proc., 6th Can. Masonry Symp., Univ. of Saskatchewan, Saskatoon, Canada, 645-656.
    • (1992) Proc., 6th Can. Masonry Symp. , pp. 645-656
    • Khattab, M.M.1    Drysdale, R.G.2
  • 18
    • 0005111351 scopus 로고
    • Experimental investigation of the influence of compression on the shear strength of masonry joints
    • Pook, L. L., Stylianov, M. A., and Dawe, J. L. (1986). "Experimental investigation of the influence of compression on the shear strength of masonry joints." Proc., 4th Can. Masonry Symp., 1053-1062.
    • (1986) Proc., 4th Can. Masonry Symp. , pp. 1053-1062
    • Pook, L.L.1    Stylianov, M.A.2    Dawe, J.L.3
  • 19
    • 84889524157 scopus 로고
    • Seismic behavior of slender concrete masonry shear walls
    • Dept of Civ. Engrg., Univ. of Canterbury, Christchurch, New Zealand
    • Priestley, M. J. N., and Elder. D. M. (1982). "Seismic behavior of slender concrete masonry shear walls." Res. Rep. ISSN 0110-3326. Dept of Civ. Engrg., Univ. of Canterbury, Christchurch, New Zealand.
    • (1982) Res. Rep. ISSN 0110-3326
    • Priestley, M.J.N.1    Elder, D.M.2
  • 21
    • 5344247344 scopus 로고
    • Stability of masonry with nonlinear stress-strain relationship
    • Romano, F. Ganduscio, S., and Zingone, G. (1992). "Stability of masonry with nonlinear stress-strain relationship." Masonry Int., 6(2), 69-74.
    • (1992) Masonry Int. , vol.6 , Issue.2 , pp. 69-74
    • Romano, F.1    Ganduscio, S.2    Zingone, G.3
  • 23
    • 85033320653 scopus 로고
    • Compressive, transverse, and racking tests of 4 inch brick walls
    • Struct. Clay Products Res. Found., Geneva. Ill.
    • Structural Clay Products Institute (SCPI). (1965). "Compressive, transverse, and racking tests of 4 inch brick walls." Struct. Clay Products Res. Found., Res. Rep. No. 9, Struct. Clay Products Res. Found., Geneva. Ill.
    • (1965) Struct. Clay Products Res. Found., Res. Rep. No. 9
  • 24
    • 85033303832 scopus 로고
    • Compressive, transverse, and racking strength tests of four-inch structural clay facing tile walls
    • Structural Clay Products Institute (SCPI). (1967). "Compressive, transverse, and racking strength tests of four-inch structural clay facing tile walls." Struct. Clay Products Res. Found., Res. Rep. No. 11.
    • (1967) Struct. Clay Products Res. Found., Res. Rep. No. 11
  • 25
    • 85033278603 scopus 로고
    • Compreasive, transverse, and shear strength tests of six and eight-inch single-wythe walls built with solid and heavy duty hollow clay masonry units
    • Struct. Clay Products Res. Found., Geneva, Ill.
    • Structural Clay Products Institute (SCPI). (1969). "Compreasive, transverse, and shear strength tests of six and eight-inch single-wythe walls built with solid and heavy duty hollow clay masonry units." Struct. Clay Products Res. Found., Res. Rep. No. 16, Struct. Clay Products Res. Found., Geneva, Ill.
    • (1969) Struct. Clay Products Res. Found., Res. Rep. No. 16
  • 28
    • 0345356159 scopus 로고
    • Hollow clay tile wall prism tests: Report of me NIST Task 2 testing
    • Martin Marietta Energy Systems, Oak Ridge, Tenn.
    • Yancey, C. W. C. (1993). "Hollow clay tile wall prism tests: report of me NIST Task 2 testing." Y/EN 5083, Martin Marietta Energy Systems, Oak Ridge, Tenn.
    • (1993) Y/EN 5083
    • Yancey, C.W.C.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.