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van de Lindt, J. W. / Pei, S. (2006): Buckling Reliability of Deteriorating Steel Beam Ends. Dans: Electronic Journal of Structural Engineering, v. 6 (janvier 2006).
https://doi.org/10.56748/ejse.653
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van de Lindt, J. W. / Pei, S. / Pryor, S. E. (2011): Construction and Experimental Seismic Performance of a Full-scale Six-story Light-frame Wood Building. Dans: Procedia Engineering, v. 14 ( 2011).
https://doi.org/10.1016/j.proeng.2011.07.201
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van de Lindt, J. W. (2008): Energy-Based Similitude for Shake Table Testing of Scale Woodframe Structures. Dans: Journal of Earthquake Engineering, v. 12, n. 2 ( 2008).
https://doi.org/10.1080/13632460701299062
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Pei, S. / van de Lindt, J. W. (2011): Seismic Numerical Modeling of a Six-Story Light-Frame Wood Building: Comparison with Experiments. Dans: Journal of Earthquake Engineering, v. 15, n. 6 ( 2011).
https://doi.org/10.1080/13632469.2010.544840
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Lucksiri, K. / Miller, T. H. / Gupta, R. / Pei, S. / van de Lindt, J. W. (2013): Implementation of Plan Irregularity Rapid Visual Screening Tool for Wood-Frame, Single-Family Dwellings. Dans: Journal of Earthquake Engineering, v. 17, n. 4 ( 2013).
https://doi.org/10.1080/13632469.2012.760501
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Pei, S. / van de Lindt, J. W. (2009): Methodology for earthquake-induced loss estimation: An application to woodframe buildings. Dans: Structural Safety, v. 31, n. 1 (janvier 2009).
https://doi.org/10.1016/j.strusafe.2007.12.002
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Pei, S. / van de Lindt, J. W. (2009): Coupled shear-bending formulation for seismic analysis of stacked wood shear wall systems. Dans: Earthquake Engineering and Structural Dynamics, v. 38, n. 14 (novembre 2009).
https://doi.org/10.1002/eqe.926
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Agarwal, V. K. / Niedzwecki, J. M. / van de Lindt, J. W. (2007): Earthquake induced pounding in friction varying base isolated buildings. Dans: Engineering Structures, v. 29, n. 11 (novembre 2007).
https://doi.org/10.1016/j.engstruct.2007.01.026
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Pei, S. / van de Lindt, J. W. (2010): Influence of structural properties and hazard level on seismic loss estimation for light-frame wood structures. Dans: Engineering Structures, v. 32, n. 8 (août 2010).
https://doi.org/10.1016/j.engstruct.2010.03.021
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Niedzwecki, J. M. / van de Lindt, J. W. / Yao, J. T. P. (1998): Estimating extreme tendon response using environmental contours. Dans: Engineering Structures, v. 20, n. 7 (juillet 1998).
https://doi.org/10.1016/s0141-0296(97)00061-8
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van de Lindt, J. W. / Niedzwecki, J. M. (2000): Environmental contour analysis in earthquake engineering. Dans: Engineering Structures, v. 22, n. 12 (décembre 2000).
https://doi.org/10.1016/s0141-0296(99)00114-5
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van de Lindt, J. W. / Goh, Gin-Huat (2004): Effect of earthquake duration on structural reliability. Dans: Engineering Structures, v. 26, n. 11 (septembre 2004).
https://doi.org/10.1016/j.engstruct.2004.05.017
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Pei, S. / van de Lindt, J. W. / Popovski, M. / Berman, J. W. / Dolan, J. D. / Ricles, J. / Sause, R. / Blomgren, H. / Rammer, D. R. (2016): Cross-Laminated Timber for Seismic Regions: Progress and Challenges for Research and Implementation. Dans: Journal of Structural Engineering (ASCE), v. 142, n. 4 (avril 2016).
https://doi.org/10.1061/(asce)st.1943-541x.0001192
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Nazari, N. / van de Lindt, J. W. / Li, Y. (2015): Quantifying Changes in Structural Design Needed to Account for Aftershock Hazard. Dans: Journal of Structural Engineering (ASCE), v. 141, n. 11 (novembre 2015).
https://doi.org/10.1061/(asce)st.1943-541x.0001280
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Stone, A. / van de Lindt, J. W. / Chen, S. (2010): Design and Costs for Simple-Made-Continuous Rolled Steel Girder Bridges: Literature Survey. Dans: Practice Periodical on Structural Design and Construction, v. 15, n. 3 (août 2010).
https://doi.org/10.1061/(asce)sc.1943-5576.0000045
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van de Lindt, J. W. / de Melo e Silva, H. A. (2005): Uniform Serviceability Load Limits for Mechanical Flange Connectors. Dans: Practice Periodical on Structural Design and Construction, v. 10, n. 1 (février 2005).
https://doi.org/10.1061/(asce)1084-0680(2005)10:1(34)
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van de Lindt, J. W. / Rosowsky, D. V. (2005): Strength-Based Reliability of Wood Shearwalls Subject to Wind Load. Dans: Journal of Structural Engineering (ASCE), v. 131, n. 2 (février 2005).
https://doi.org/10.1061/(asce)0733-9445(2005)131:2(359)
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van de Lindt, J. W. (2005): Damage-Based Seismic Reliability Concept for Woodframe Structures. Dans: Journal of Structural Engineering (ASCE), v. 131, n. 4 (avril 2005).
https://doi.org/10.1061/(asce)0733-9445(2005)131:4(668)
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van de Lindt, J. W. / Huart, J. N. / Rosowsky, D. V. (2005): Strength-Based Seismic Reliability of Wood Shear Walls Designed According to AF&PA/ASCE 16. Dans: Journal of Structural Engineering (ASCE), v. 131, n. 8 (août 2005).
https://doi.org/10.1061/(asce)0733-9445(2005)131:8(1307)
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Pang, W. C. / Rosowsky, D. V. / Pei, S. / van de Lindt, J. W. (2007): Evolutionary Parameter Hysteretic Model for Wood Shear Walls. Dans: Journal of Structural Engineering (ASCE), v. 133, n. 8 (août 2007).
https://doi.org/10.1061/(asce)0733-9445(2007)133:8(1118)
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Nazari, N. / van de Lindt, J. W. / Li, Y. (2015): Effect of Mainshock-Aftershock Sequences on Woodframe Building Damage Fragilities. Dans: Journal of Performance of Constructed Facilities (ASCE), v. 29, n. 1 (février 2015).
https://doi.org/10.1061/(asce)cf.1943-5509.0000512
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van de Lindt, J. W. / Niedzwecki, J. M. (2005): Structural Response and Reliability Estimates: Slepian Model Approach. Dans: Journal of Structural Engineering (ASCE), v. 131, n. 10 (octobre 2005).
https://doi.org/10.1061/(asce)0733-9445(2005)131:10(1620)
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Pei, S. / van de Lindt, J. W. / Wehbe, N. / Liu, H. (2013): Experimental Study of Collapse Limits for Wood Frame Shear Walls. Dans: Journal of Structural Engineering (ASCE), v. 139, n. 9 (septembre 2013).
https://doi.org/10.1061/(asce)st.1943-541x.0000730
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van de Lindt, J. W. (2007): Experimental Behavior of Mechanical In-Flange Connectors. Dans: The Open Civil Engineering Journal, v. 1, n. 1 (décembre 2007).
https://doi.org/10.2174/1874149500701010013