-
1
-
-
84889543941
-
-
ASTM, West Conshohocken, Pa.
-
ASTM. (1924). Rep., Committee C-10 on Hollow Masonry Build. Units, Proc., Am. Soc. for Testing and Mat., ASTM, West Conshohocken, Pa., 411-422.
-
(1924)
Rep., Committee C-10 on Hollow Masonry Build. Units, Proc., Am. Soc. for Testing and Mat.
, pp. 411-422
-
-
-
2
-
-
0024720945
-
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
-
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
-
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
-
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
-
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
-
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
-
10
-
-
84889528176
-
Tests of hollow building tiles
-
U.S. Dept. of Commerce, Washington, D.C.
-
Hathcock, B. D., and Skillman, E. (1918). "Tests of hollow building tiles." Technologic Papers of the Bureau of Standards No. 120, U.S. Dept. of Commerce, Washington, D.C.
-
(1918)
Technologic Papers of the Bureau of Standards No. 120
-
-
Hathcock, B.D.1
Skillman, E.2
-
11
-
-
85069396732
-
On the behavior of joints in concrete masonry
-
The Masonry Soc., Boulder, Colo.
-
Hegemier, G. A., Arya, S. K., Krishnamoorthy, G., Nachbar, W., and Furgerson, R. (1978). "On the behavior of joints in concrete masonry." Proc.. North Am. Masonry Conf., The Masonry Soc., Boulder, Colo., 4-1-4-22.
-
(1978)
Proc.. North Am. Masonry Conf.
-
-
Hegemier, G.A.1
Arya, S.K.2
Krishnamoorthy, G.3
Nachbar, W.4
Furgerson, R.5
-
12
-
-
0015585369
-
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
-
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
-
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
-
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
-
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
-
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
-
20
-
-
8644223672
-
Shear strength of masonry walls
-
Elsevier Science Publishers, London, U.K.
-
Riddington, J. R., and Ghazali, M. Z. (1988). "Shear strength of masonry walls." Proc., 8th Int. Brick and Block Masonry Conf., Elsevier Science Publishers, London, U.K., 548-559.
-
(1988)
Proc., 8th Int. Brick and Block Masonry Conf.
, pp. 548-559
-
-
Riddington, J.R.1
Ghazali, M.Z.2
-
21
-
-
5344247344
-
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
-
22
-
-
84889508859
-
Compreoive and transverse strength of hollow tile walls
-
U.S. Dept. of Commerce, Washington, D.C.
-
Sung, A. H., Parsons, D. E., and Foster, H. D. (1926). "Compreoive and transverse strength of hollow tile walls." U.S. Bureau of Standards, 20, Technologic Papers No. 311, U.S. Dept. of Commerce, Washington, D.C.
-
(1926)
U.S. Bureau of Standards, 20, Technologic Papers No. 311
-
-
Sung, A.H.1
Parsons, D.E.2
Foster, H.D.3
-
23
-
-
85033320653
-
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
-
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
-
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
-
-
-
26
-
-
84889517257
-
Some compressive tests of hollow-tile walls
-
U.S. Dept. of Commerce, Washington, D.C.
-
Whittemore, H. L., and Hathcock, B. D. (1923). "Some compressive tests of hollow-tile walls." U.S. Bureau of Standards, 17, Technologic Papers No. 238, U.S. Dept. of Commerce, Washington, D.C., 513-527.
-
(1923)
U.S. Bureau of Standards, 17, Technologic Papers No. 238
, pp. 513-527
-
-
Whittemore, H.L.1
Hathcock, B.D.2
-
27
-
-
84889535694
-
Structural properties of six masonry wall constructions
-
U.S. Dept. of Commerce, Washington, D.C.
-
Whittemore, H. L., Stang, A. H., and Parsons, D. E. (1938). "Structural properties of six masonry wall constructions." U.S. Nat. Bureau of Standards, Build. Mat. and Struct. Rep. No. 5, U.S. Dept. of Commerce, Washington, D.C.
-
(1938)
U.S. Nat. Bureau of Standards, Build. Mat. and Struct. Rep. No. 5
-
-
Whittemore, H.L.1
Stang, A.H.2
Parsons, D.E.3
-
28
-
-
0345356159
-
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
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