-
1
-
-
0242500056
-
-
ABAQUS, Inc., Pawtucket, R.I.
-
ABAQUS. (2002). ABAQUS/standard, version 6.3, ABAQUS, Inc., Pawtucket, R.I.
-
(2002)
ABAQUS/Standard, Version 6.3
-
-
-
3
-
-
12744267541
-
-
APA-The Engineered Wood Association, Tacoma, Wash.
-
American Plywood Association (APA)-The Engineered Wood Association. (1997). "Plywood design specification (PDS)." APA-The Engineered Wood Association, Tacoma, Wash.
-
(1997)
Plywood Design Specification (PDS)
-
-
-
4
-
-
12744277151
-
-
APA-The Engineered Wood Association, Tacoma, Wash.
-
American Plywood Association (APA)-The Engineered Wood Association. (2001). "Diaphragms and shear walls: Design/construction guide." APA-The Engineered Wood Association, Tacoma, Wash.
-
(2001)
Diaphragms and Shear Walls: Design/construction Guide
-
-
-
5
-
-
0034283055
-
Model for dynamic analysis of wood frame shear walls
-
Dinehart, D. W., and Shenton, H. W., III. (2000). "Model for dynamic analysis of wood frame shear walls." J. Eng. Mech., 126(9), 899-908.
-
(2000)
J. Eng. Mech.
, vol.126
, Issue.9
, pp. 899-908
-
-
Dinehart, D.W.1
Shenton III, H.W.2
-
6
-
-
0026123753
-
Structural analysis model for static loads on timber shear walls
-
Dolan, J. D., and Foschi, R. O. (1991). "Structural analysis model for static loads on timber shear walls." J. Struct. Eng., 117(3), 851-861.
-
(1991)
J. Struct. Eng.
, vol.117
, Issue.3
, pp. 851-861
-
-
Dolan, J.D.1
Foschi, R.O.2
-
7
-
-
0001843635
-
Monotonic and cyclic nail connection tests
-
Dolan, J. D., and Madsen, B. (1992). "Monotonic and cyclic nail connection tests." Can. J. Civ. Eng., 19, 97-104.
-
(1992)
Can. J. Civ. Eng.
, vol.19
, pp. 97-104
-
-
Dolan, J.D.1
Madsen, B.2
-
9
-
-
0020207733
-
Formulas for wood shear walls
-
Easley, J. T., Foomani, M., and Dodds, R. H. (1982). "Formulas for wood shear walls.' J. Struct. Div. ASCE, 108(11), 2460-2478.
-
(1982)
J. Struct. Div. ASCE
, vol.108
, Issue.11
, pp. 2460-2478
-
-
Easley, J.T.1
Foomani, M.2
Dodds, R.H.3
-
10
-
-
0024620176
-
Finite element modeling of wood diaphragms
-
Falk, R. H., and Itani, R. Y. (1989). "Finite element modeling of wood diaphragms." J. Struct. Eng., 115(3), 543-559.
-
(1989)
J. Struct. Eng.
, vol.115
, Issue.3
, pp. 543-559
-
-
Falk, R.H.1
Itani, R.Y.2
-
12
-
-
0025475602
-
Static and dynamic analysis of timber shear walls
-
Filiatrault, A. (1990). "Static and dynamic analysis of timber shear walls." Can. J. Civ. Eng., 17(4), 643-651.
-
(1990)
Can. J. Civ. Eng.
, vol.17
, Issue.4
, pp. 643-651
-
-
Filiatrault, A.1
-
13
-
-
5744227843
-
Seismic testing of two-story woodframe house: Influence of wall finish materials
-
Filiatrault, A., Fischer, D., Folz, B., and Uang, C.-H. (2002). "Seismic testing of two-story woodframe house: Influence of wall finish materials." J. Struct. Eng., 128(10), 1337-1345.
-
(2002)
J. Struct. Eng.
, vol.128
, Issue.10
, pp. 1337-1345
-
-
Filiatrault, A.1
Fischer, D.2
Folz, B.3
Uang, C.-H.4
-
14
-
-
0036160340
-
Performance-based seismic design of wood framed buildings
-
Filiatrault, A., and Folz, B. (2002). "Performance-based seismic design of wood framed buildings." J. Struct. Eng., 128(1), 39-47.
-
(2002)
J. Struct. Eng.
, vol.128
, Issue.1
, pp. 39-47
-
-
Filiatrault, A.1
Folz, B.2
-
15
-
-
0000778056
-
Hysteresis modeling of wood joints and structural systems
-
Foliente, G. C. (1995). "Hysteresis modeling of wood joints and structural systems." J. Struct. Eng., 121(6), 1013-1022.
-
(1995)
J. Struct. Eng.
, vol.121
, Issue.6
, pp. 1013-1022
-
-
Foliente, G.C.1
-
16
-
-
0003654906
-
-
Rep. No. SSRP-2000/10, Structural Systems Research Project, Dept. of Structural Engineering, Univ. of California, San Diego, La Jolla, Calif.
-
Folz, B., and Filiatrault, A. F. (2000). "CASHEW-Version 1.0: A computer program for cyclic analysis of wood shear walls." Rep. No. SSRP-2000/10, Structural Systems Research Project, Dept. of Structural Engineering, Univ. of California, San Diego, La Jolla, Calif.
-
(2000)
CASHEW-version 1.0: A Computer Program for Cyclic Analysis of Wood Shear Walls
-
-
Folz, B.1
Filiatrault, A.F.2
-
17
-
-
0035314644
-
Cyclic analysis of wood shear walls
-
Folz, B., and Filiatrault, A. F. (2001). "Cyclic analysis of wood shear walls." J. Struct. Eng., 127(4), 433-441.
-
(2001)
J. Struct. Eng.
, vol.127
, Issue.4
, pp. 433-441
-
-
Folz, B.1
Filiatrault, A.F.2
-
18
-
-
3543067660
-
-
Rep. No. SSRP-2001/9, Structural Systems Research Project, Dept. of Structural Engineering, Univ. of California, San Diego, La Jolla, Calif.
-
Folz, B., and Filiatrault, A. F., (2002). SAWS-Version 1.0: A computer program for seismic analysis of woodframe buildings." Rep. No. SSRP-2001/9, Structural Systems Research Project, Dept. of Structural Engineering, Univ. of California, San Diego, La Jolla, Calif.
-
(2002)
SAWS-Version 1.0: A Computer Program for Seismic Analysis of Woodframe Buildings
-
-
Folz, B.1
Filiatrault, A.F.2
-
20
-
-
12744266277
-
Effect of overdriven-nail-depth combinations on wood shear wall strength
-
Finnish Association of Civil Engineers RIL, Helsinki, Finland
-
Fonseca, F. S., and Judd, J. P. (2004). "Effect of overdriven-nail-depth combinations on wood shear wall strength." Proc. 8th World Conf. on Timber Engineering, Finnish Association of Civil Engineers RIL, Helsinki, Finland.
-
(2004)
Proc. 8th World Conf. on Timber Engineering
-
-
Fonseca, F.S.1
Judd, J.P.2
-
21
-
-
0004398877
-
Modeling the hysteretic response of mechanical connections for structures
-
Dept. of Civil Engineering, Dept. of Wood Science, and School of Architecture, Univ. of British Columbia, Vancouver, Canada
-
Foschi, R. O. (2000). "Modeling the hysteretic response of mechanical connections for structures." Proc., World Conf. on Timber Engineering, Dept. of Civil Engineering, Dept. of Wood Science, and School of Architecture, Univ. of British Columbia, Vancouver, Canada.
-
(2000)
Proc., World Conf. on Timber Engineering
-
-
Foschi, R.O.1
-
22
-
-
0022113492
-
Behavior of wood-framed shear walls
-
Gupta, A. K., and Kuo, P.-H. (1985). "Behavior of wood-framed shear walls." J. Struct. Eng., 111(8), 1722-1733.
-
(1985)
J. Struct. Eng.
, vol.111
, Issue.8
, pp. 1722-1733
-
-
Gupta, A.K.1
Kuo, P.-H.2
-
23
-
-
0023287498
-
Wood-framed shear walls with uplifting
-
Gupta, A. K., and Kuo, G. P. (1987). "Wood-framed shear walls with uplifting." J. Struct. Eng., 113(2), 241-259.
-
(1987)
J. Struct. Eng.
, vol.113
, Issue.2
, pp. 241-259
-
-
Gupta, A.K.1
Kuo, G.P.2
-
24
-
-
0035423843
-
Modeling three-dimensional timber light-frame buildings
-
He, M., Lam, F., and Foschi, R. O. (2001). "Modeling three-dimensional timber light-frame buildings." J. Struct. Eng., 127(8), 901-913.
-
(2001)
J. Struct. Eng.
, vol.127
, Issue.8
, pp. 901-913
-
-
He, M.1
Lam, F.2
Foschi, R.O.3
-
25
-
-
12744250081
-
Modeling the nonlinear behavior of wood frame shear walls
-
Reston, Va
-
Hite, M. C., and Shenton, H. W., III. (2002). "Modeling the nonlinear behavior of wood frame shear walls." Proc., 15th ASCE Engineering Mechanics Div. Conf., Reston, Va.
-
(2002)
Proc., 15th ASCE Engineering Mechanics Div. Conf.
-
-
Hite, M.C.1
Shenton III, H.W.2
-
26
-
-
0021494015
-
Nonlinear analysis of sheathed wood diaphragms
-
Itani, R. Y., and Cheung, C. K. (1984). "Nonlinear analysis of sheathed wood diaphragms." J. Struct. Eng., 110(9), 2137-2147.
-
(1984)
J. Struct. Eng.
, vol.110
, Issue.9
, pp. 2137-2147
-
-
Itani, R.Y.1
Cheung, C.K.2
-
27
-
-
10844255756
-
Capacity of oriented strand board shear walls with overdriven sheathing nails
-
Jones, S. N., and Fonseca, F. S. (2002). "Capacity of oriented strand board shear walls with overdriven sheathing nails." J. Struct. Eng., 128(7), 898-907.
-
(2002)
J. Struct. Eng.
, vol.128
, Issue.7
, pp. 898-907
-
-
Jones, S.N.1
Fonseca, F.S.2
-
28
-
-
0842311523
-
FRP strengthened wood-frame roofs
-
Society for the Advancement of Material and Process Engineering (SAMPE), Long Beach, Calif.
-
Judd, J. P., and Fonseca, F. S. (2003). "FRP strengthened wood-frame roofs." Proc., SAMPE 2003 Conf., Society for the Advancement of Material and Process Engineering (SAMPE), Long Beach, Calif.
-
(2003)
Proc., SAMPE 2003 Conf.
-
-
Judd, J.P.1
Fonseca, F.S.2
-
29
-
-
0022011582
-
Racking deformations in wood shear walls
-
McCutcheon, W. J. (1985). "Racking deformations in wood shear walls." J. Struct. Eng., 111(2), 257-269.
-
(1985)
J. Struct. Eng.
, vol.111
, Issue.2
, pp. 257-269
-
-
McCutcheon, W.J.1
-
30
-
-
0008111301
-
Structural dynamics of plywood shear walls
-
Medearis, K. (1970). "Structural dynamics of plywood shear walls." Wood Sci., 3(2), 106-110.
-
(1970)
Wood Sci.
, vol.3
, Issue.2
, pp. 106-110
-
-
Medearis, K.1
-
32
-
-
0036027030
-
Timber shear walls with large openings: Experimental and numerical prediction of the structural behavior
-
Richard, N., Daudeville, L, Prion, H., and Lam, F. (2002). "Timber shear walls with large openings: Experimental and numerical prediction of the structural behavior." Can. J. Civ. Eng., 29, 713-724.
-
(2002)
Can. J. Civ. Eng.
, vol.29
, pp. 713-724
-
-
Richard, N.1
Daudeville, L.2
Prion, H.3
Lam, F.4
-
33
-
-
3543138971
-
Reliability-based seismic design of wood shear walls
-
Rosowsky, D. V. (2002). "Reliability-based seismic design of wood shear walls." J. Struct. Eng., 128(11), 1439-1453.
-
(2002)
J. Struct. Eng.
, vol.128
, Issue.11
, pp. 1439-1453
-
-
Rosowsky, D.V.1
-
34
-
-
0036160476
-
Performance-based engineering of wood frame housing: Fragility analysis methodology
-
Rosowsky, D. V., and Ellingwood, B. (2002). "Performance-based engineering of wood frame housing: Fragility analysis methodology" J. Struct. Eng., 128(1), 32-38.
-
(2002)
J. Struct. Eng.
, vol.128
, Issue.1
, pp. 32-38
-
-
Rosowsky, D.V.1
Ellingwood, B.2
-
35
-
-
0024303963
-
Modeling laterally loaded light-frame buildings
-
Schmidt, R. J., and Moody, R. C. (1989). "Modeling laterally loaded light-frame buildings." J. Struct. Eng., 115(1), 201-217.
-
(1989)
J. Struct. Eng.
, vol.115
, Issue.1
, pp. 201-217
-
-
Schmidt, R.J.1
Moody, R.C.2
-
37
-
-
84870003895
-
Fluid dampers for seismic energy dissipation of woodframe structures
-
CUREE-Caltech Woodframe Project, Univ. of California San Diego, San Diego
-
Symans, M. D., Cofer, W. F, Fridley, K. J., and Ying, D. (2001). "Fluid dampers for seismic energy dissipation of woodframe structures." Task 1.4.7 Innovative Systems Draft Report, CUREE-Caltech Woodframe Project, Univ. of California San Diego, San Diego.
-
(2001)
Task 1.4.7 Innovative Systems Draft Report
-
-
Symans, M.D.1
Cofer, W.F.2
Fridley, K.J.3
Ying, D.4
-
38
-
-
0003770873
-
Plywood diaphragms
-
American Plywood Association, Tacoma, Wash.
-
Tissell, J. R., and Elliott, J. R. (1980). "Plywood diaphragms." Research Rep. No. 138, American Plywood Association, Tacoma, Wash.
-
(1980)
Research Rep. No. 138
, vol.138
-
-
Tissell, J.R.1
Elliott, J.R.2
-
39
-
-
0017994048
-
Racking strength of lightframe nailed walls
-
Tuomi, R. L., and McCutcheon, W. J. (1978). "Racking strength of lightframe nailed walls." J. Struct. Div. ASCE, 104(7), 1131-1140.
-
(1978)
J. Struct. Div. ASCE
, vol.104
, Issue.7
, pp. 1131-1140
-
-
Tuomi, R.L.1
McCutcheon, W.J.2
-
40
-
-
3543062962
-
Development and application of wood shear wall reliability model
-
van de Lindt, J. W., and Walz, M. A. (2003). "Development and application of wood shear wall reliability model." J. Struct. Eng., 129(3), 405-413.
-
(2003)
J. Struct. Eng.
, vol.129
, Issue.3
, pp. 405-413
-
-
Van De Lindt, J.W.1
Walz, M.A.2
-
41
-
-
0029411783
-
Nonlinear shear wall analysis
-
White, M. W., and Dolan, J. D. (1995). "Nonlinear shear wall analysis." J. Struct. Eng., 121(11), 1629-1635.
-
(1995)
J. Struct. Eng.
, vol.121
, Issue.11
, pp. 1629-1635
-
-
White, M.W.1
Dolan, J.D.2
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