Year |
Citation |
Score |
2020 |
Liu J, Lam F, Foschi RO, Li M. Modeling the Coupling Effect of CLT Connections under Biaxial Loading Journal of Structural Engineering-Asce. 146: 4020040. DOI: 10.1061/(Asce)St.1943-541X.0002589 |
0.395 |
|
2017 |
Lim H, Lam F, Foschi RO, Li M. Modeling Load-Displacement Hysteresis Relationship of a Single-Shear Nail Connection Journal of Engineering Mechanics-Asce. 143: 4017015. DOI: 10.1061/(Asce)Em.1943-7889.0001204 |
0.395 |
|
2015 |
Möller O, Foschi RO, Ascheri JP, Rubinstein M, Grossman S. Optimization for performance-based design under seismic demands, including social costs Earthquake Engineering and Engineering Vibration. 14: 315-328. DOI: 10.1007/S11803-015-0025-2 |
0.369 |
|
2012 |
Li M, Foschi RO, Lam F. Modeling Hysteretic Behavior of Wood Shear Walls with a Protocol-Independent Nail Connection Algorithm Journal of Structural Engineering-Asce. 138: 99-108. DOI: 10.1061/(Asce)St.1943-541X.0000438 |
0.409 |
|
2012 |
Li M, Lam F, Foschi RO, Nakajima S, Nakagawa T. Seismic performance of post-and-beam timber buildings II: reliability evaluations Journal of Wood Science. 58: 135-143. DOI: 10.1007/S10086-011-1232-8 |
0.424 |
|
2012 |
Li M, Lam F, Foschi RO, Nakajima S, Nakagawa T. Seismic performance of post and beam timber buildings I: model development and verification Journal of Wood Science. 58: 20-30. DOI: 10.1007/S10086-011-1219-5 |
0.413 |
|
2012 |
Wang JB, Lam F, Foschi RO. Duration-of-load and creep effects in strand-based wood composite: experimental research Wood Science and Technology. 46: 361-373. DOI: 10.1007/S00226-011-0402-6 |
0.401 |
|
2012 |
Wang JB, Foschi RO, Lam F. Duration-of-load and creep effects in strand-based wood composite: a creep-rupture model Wood Science and Technology. 46: 375-391. DOI: 10.1007/S00226-011-0401-7 |
0.423 |
|
2010 |
Möller O, Foschi RO, Rubinstein M, Quiroz L. Estimating structural seismic vulnerability: an approach using response neural networks Structure and Infrastructure Engineering. 6: 63-75. DOI: 10.1080/15732470802663797 |
0.391 |
|
2009 |
Li M, Lam F, Foschi RO. Seismic Reliability Analysis of Diagonal-Braced and Structural-Panel-Sheathed Wood Shear Walls Journal of Structural Engineering-Asce. 135: 587-596. DOI: 10.1061/(Asce)St.1943-541X.0000008 |
0.415 |
|
2009 |
Möller O, Foschi RO, Quiroz LM, Rubinstein M. Structural optimization for performance-based design in earthquake engineering: Applications of neural networks Structural Safety. 31: 490-499. DOI: 10.1016/J.Strusafe.2009.06.007 |
0.417 |
|
2009 |
Möller O, Foschi RO, Rubinstein M, Quiroz L. Seismic structural reliability using different nonlinear dynamic response surface approximations Structural Safety. 31: 432-442. DOI: 10.1016/J.Strusafe.2008.12.001 |
0.417 |
|
2005 |
Allotey N, Foschi R. Frictional effects on the cyclic response of laterally loaded timber fasteners Structural Engineering and Mechanics. 21: 1-18. DOI: 10.12989/Sem.2005.21.1.001 |
0.405 |
|
2005 |
Allotey N, Foschi R. Coupled P-Y T-Z Analysis Of Single Piles In Cohesionless Soil Under Vertical And/Or Horizontal Ground Motion Journal of Earthquake Engineering. 9: 755-775. DOI: 10.1080/13632460509350565 |
0.332 |
|
2004 |
Zhang J, Foschi RO. Performance-based design and seismic reliability analysis using designed experiments and neural networks Probabilistic Engineering Mechanics. 19: 259-267. DOI: 10.1016/J.Probengmech.2004.02.009 |
0.607 |
|
2004 |
Foschi RO. Reliability theory and applications to risk analysis of power components and systems International Journal of Electrical Power & Energy Systems. 26: 249-256. DOI: 10.1016/J.Ijepes.2003.10.004 |
0.34 |
|
2003 |
Möller O, Foschi RO. Reliability evaluation in seismic design: A response surface methodology Earthquake Spectra. 19: 579-603. DOI: 10.1193/1.1598200 |
0.405 |
|
2002 |
Foschi RO, Li H, Zhang J. Reliability and performance-based design: a computational approach and applications Structural Safety. 24: 205-218. DOI: 10.1016/S0167-4730(02)00025-5 |
0.393 |
|
2001 |
Horyna T, Foschi RO, Ventura CE. Response Of Timber Bridge To Traffic Loading Journal of Bridge Engineering. 6: 69-77. DOI: 10.1061/(Asce)1084-0702(2001)6:1(69) |
0.423 |
|
2001 |
He M, Lam F, Foschi RO. Modeling Three-Dimensional Timber Light-Frame Buildings Journal of Structural Engineering-Asce. 127: 901-913. DOI: 10.1061/(Asce)0733-9445(2001)127:8(901) |
0.459 |
|
2000 |
Foschi RO. Reliability applications in wood design Progress in Structural Engineering and Materials. 2: 238-246. DOI: 10.1002/1528-2716(200004/06)2:2<238::Aid-Pse29>3.0.Co;2-X |
0.433 |
|
1998 |
Foschi R, Isaacson M, Allyn N, Yee S. Erratum: Combined wave - iceberg loading on offshore structures Canadian Journal of Civil Engineering. 25: 193. DOI: 10.1139/L97-121 |
0.333 |
|
1998 |
Li H, Foschi RO. An inverse reliability method and its application Structural Safety. 20: 257-270. DOI: 10.1016/S0167-4730(98)00010-1 |
0.393 |
|
1996 |
Foschi R, Isaacson M, Allyn N, Yee S. Combined wave – iceberg loading on offshore structures Canadian Journal of Civil Engineering. 23: 1099-1110. DOI: 10.1139/L96-917 |
0.391 |
|
1995 |
Foschi RO, Neumann GA, Yao F, Folz B. Floor vibration due to occupants and reliability-based design guidelines Canadian Journal of Civil Engineering. 22: 471-479. DOI: 10.1139/L95-055 |
0.402 |
|
1994 |
Adebar P, Foschi R, Yao F. Predicting Strength Variability of Concrete Offshore Structures Journal of Structural Engineering-Asce. 120: 2108-2122. DOI: 10.1061/(Asce)0733-9445(1994)120:7(2108) |
0.414 |
|
1993 |
Yao FZ, Foschi RO. Duration Of Load In Wood: Canadian Results And Implementation In Reliability-Based Design Canadian Journal of Civil Engineering. 20: 358-365. DOI: 10.1139/L93-050 |
0.468 |
|
1993 |
Foschi RO, Folz B, Yao F. Reliability-based design of wood structures: background to CSA-086.1-M89 Canadian Journal of Civil Engineering. 20: 349-357. DOI: 10.1139/L93-049 |
0.42 |
|
1993 |
Canisius TDG, Foschi RO. Some aspects in the calculation of transverse shear stresses in Mindlin plates Communications in Numerical Methods in Engineering. 9: 681-685. DOI: 10.1002/Cnm.1640090807 |
0.318 |
|
1992 |
Wang YT, Foschi RO. Random field stiffness properties and reliability of laminated wood beams Structural Safety. 11: 191-202. DOI: 10.1016/0167-4730(92)90013-D |
0.362 |
|
1991 |
Folz B, Foschi RO. Coupled vibrational response of floor systems with occupants Journal of Engineering Mechanics. 117: 872-892. DOI: 10.1061/(Asce)0733-9399(1991)117:4(872) |
0.418 |
|
1990 |
Folz B, Foschi RO. Reliability of timber beams subjected to ponding Journal of Structural Engineering (United States). 116: 490-499. DOI: 10.1061/(Asce)0733-9445(1990)116:2(490) |
0.421 |
|
1989 |
Karacabeyli E, Foschi RO. Reply: Glulam rivet connections under eccentric loading Canadian Journal of Civil Engineering. 16: 91-91. DOI: 10.1139/L89-013 |
0.379 |
|
1989 |
Folz B, Foschi RO. Reliability-based design of wood structural systems Journal of Structural Engineering (United States). 115: 1666-1680. DOI: 10.1061/(Asce)0733-9445(1989)115:7(1666) |
0.445 |
|
1988 |
Lum C, Foschi RO. Arbitrary V-notches in orthotropic plates Journal of Engineering Mechanics. 114: 638-655. DOI: 10.1061/(Asce)0733-9399(1988)114:4(638) |
0.331 |
|
1987 |
Foschi RO, Gupta A. Reliability of floors under impact vibration Canadian Journal of Civil Engineering. 14: 683-689. DOI: 10.1139/L87-098 |
0.418 |
|
1987 |
Karacabeyli E, Foschi RO. Glulam rivet connections under eccentric loading Canadian Journal of Civil Engineering. 14: 621-630. DOI: 10.1139/L87-092 |
0.413 |
|
1985 |
Foschi RO. Wood Floor Behavior: Experimental Study Journal of Structural Engineering-Asce. 111: 2497-2508. DOI: 10.1061/(Asce)0733-9445(1985)111:11(2497) |
0.408 |
|
1984 |
Foschi RO. Reliability of Wood Structural Systems Journal of Structural Engineering-Asce. 110: 2995-3013. DOI: 10.1061/(Asce)0733-9445(1984)110:12(2995) |
0.461 |
|
1983 |
Foschi RO. Discussion: Duration of load effects in lumber. Part I: A fracture mechanics approach. Part II: Experimental data. Part III: Code considerations Canadian Journal of Civil Engineering. 10: 317-319. DOI: 10.1139/L83-048 |
0.304 |
|
1979 |
Foschi RO. A discussion on the application of the safety index concept to wood structures Canadian Journal of Civil Engineering. 6: 51-58. DOI: 10.1139/L79-006 |
0.406 |
|
1978 |
Barrett JD, Foschi RO. Duration of load and probability of failure in wood. Part II. Constant, ramp, and cyclic loadings Canadian Journal of Civil Engineering. 5: 515-532. DOI: 10.1139/L78-058 |
0.404 |
|
1978 |
Barrett JD, Foschi RO. Duration of load and probability of failure in wood. Part I. Modelling creep rupture Canadian Journal of Civil Engineering. 5: 505-514. DOI: 10.1139/L78-057 |
0.417 |
|
1977 |
Foschi RO, Barrett JD. Longitudinal shear in wood beams: a design method Canadian Journal of Civil Engineering. 4: 363-370. DOI: 10.1139/L77-045 |
0.403 |
|
1977 |
Foschi RO. Analysis of wood diaphragms and trusses. Part II: Truss-plate connections Canadian Journal of Civil Engineering. 4: 353-362. DOI: 10.1139/L77-044 |
0.402 |
|
1977 |
Foschi RO. Analysis of wood diaphragms and trusses. Part I: Diaphragms Canadian Journal of Civil Engineering. 4: 345-352. DOI: 10.1139/L77-043 |
0.32 |
|
1976 |
Foschi RO, Barrett JD. Longitudinal shear strength of Douglas-fir Canadian Journal of Civil Engineering. 3: 198-208. DOI: 10.1139/L76-020 |
0.389 |
|
1976 |
Foschi M, Foschi R. Evaluations and expectations: A Bayesian model† Journal of Mathematical Sociology. 4: 279-293. DOI: 10.1080/0022250X.1976.9989856 |
0.304 |
|
1975 |
Barrett JD, Foschi RO, Fox SP. Perpendicular-to-Grain Strength of Douglas-Fir Canadian Journal of Civil Engineering. 2: 50-57. DOI: 10.1139/L75-005 |
0.319 |
|
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