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Zheng, Yewei / Fox, Patrick J. / Shing, P. Benson / McCartney, John S. (2019): Physical Model Tests of Half-Scale Geosynthetic Reinforced Soil Bridge Abutments. I: Static Loading. In: Journal of Geotechnical and Geoenvironmental Engineering, v. 145, n. 11 (November 2019).
https://doi.org/10.1061/(asce)gt.1943-5606.0002152
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Cheng, Jianyu / Shing, P. Benson (2022): A beam‐column element for modeling nonlinear flexural and shear behaviors of reinforced masonry walls. In: Earthquake Engineering and Structural Dynamics, v. 51, n. 8 (10 Juli 2022).
https://doi.org/10.1002/eqe.3645
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Koutras, Andreas A. / Shing, P. Benson (2021): Numerical and Experimental Assessment of an Improved Design Detail for Partially Grouted Reinforced Masonry Wall Structures. In: Journal of Structural Engineering (ASCE), v. 147, n. 8 (August 2021).
https://doi.org/10.1061/(asce)st.1943-541x.0003081
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van den Einde, Lelli / Conte, Joel P. / Restrepo, José I. / Bustamante, Ricardo / Halvorson, Marty / Hutchinson, Tara C. / Lai, Chin-Ta / Lotfizadeh, Koorosh / Enrique Luco, J. / Morrison, Machel L. / Mosqueda, Gilberto / Nemeth, Mike / Ozcelik, Ozgur / Restrepo, Sebastian / Rodriguez, Andres / Shing, P. Benson / Thoen, Brad / Tsampras, Georgios (2020): NHERI@UC San Diego 6-DOF Large High-Performance Outdoor Shake Table Facility. In: Frontiers in Built Environment, v. 6 (Januar 2020).
https://doi.org/10.3389/fbuil.2020.580333
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Koutras, Andreas A. / Shing, P. Benson (2021): Finite‐element modeling of the seismic response of reinforced masonry wall structures. In: Earthquake Engineering and Structural Dynamics, v. 50, n. 4 (10 April 2021).
https://doi.org/10.1002/eqe.3388
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Cheng, Jianyu / Koutras, Andreas A. / Shing, P. Benson (2021): Evaluation of collapse resistance of reinforced masonry wall systems by shake‐table tests. In: Earthquake Engineering and Structural Dynamics, v. 50, n. 2 (Februar 2021).
https://doi.org/10.1002/eqe.3342
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Shing, P. Benson / Nakashima, Masayoshi / Bursi, Oreste S. (1996): Application of Pseudodynamic Test Method to Structural Research. In: Earthquake Spectra, v. 12, n. 1 (Februar 1996).
https://doi.org/10.1193/1.1585867
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Qiu, Zhijian / Ebeido, Ahmed / Almutairi, Abdullah / Lu, Jinchi / Elgamal, Ahmed / Shing, P. Benson / Martin, Geoffrey (2020): Aspects of bridge‐ground seismic response and liquefaction‐induced deformations. In: Earthquake Engineering and Structural Dynamics, v. 49, n. 4 (10 April 2020).
https://doi.org/10.1002/eqe.3244
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Papadopoulos, Vasileios / Murcia-Delso, Juan / Shing, P. Benson (2018): Development of Headed Bars in Slab-Column Joints of Reinforced Concrete Slab Bridges. In: ACI Structural Journal, v. 115, n. 5 (September 2018).
https://doi.org/10.14359/51702247
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Wu, Bin / Xu, Guoshan / Li, Yan / Shing, P. Benson / Ou, Jinping (2012): Performance and Application of Equivalent Force Control Method for Real-Time Substructure Testing. In: Journal of Engineering Mechanics (ASCE), v. 138, n. 11 (November 2012).
https://doi.org/10.1061/(asce)em.1943-7889.0000445
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Murcia-Delso, Juan / Shing, P. Benson (2016): Elastoplastic Dilatant Interface Model for Cyclic Bond-Slip Behavior of Reinforcing Bars. In: Journal of Engineering Mechanics (ASCE), v. 142, n. 2 (Februar 2016).
https://doi.org/10.1061/(asce)em.1943-7889.0000994
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Peruch, Matteo / Spacone, Enrico / Shing, P. Benson (2019): Cyclic Analyses of Reinforced Concrete Masonry Panels Using a Force-Based Frame Element. In: Journal of Structural Engineering (ASCE), v. 145, n. 7 (Juli 2019).
https://doi.org/10.1061/(asce)st.1943-541x.0002335
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Wu, Bin / Xu, Guoshan / Shing, P. Benson (2011): Equivalent Force Control Method for Real-time Testing of Nonlinear Structures. In: Journal of Earthquake Engineering, v. 15, n. 1 ( 2011).
https://doi.org/10.1080/13632461003681171
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Koutromanos, Ioannis / Stavridis, Andreas / Shing, P. Benson / Willam, Kaspar (2011): Numerical modeling of masonry-infilled RC frames subjected to seismic loads. In: Computers & Structures, v. 89, n. 11-12 (Juni 2011).
https://doi.org/10.1016/j.compstruc.2011.01.006
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Rajaram, S. / Vanniamparambil, P. A. / Khan, F. / Bolhassani, M. / Koutras, A. / Bartoli, I. / Moon, F. / Hamid, A. / Shing, P. Benson / Tyson, J. / Kontsos, A. (2017): Full-field deformation measurements during seismic loading of masonry buildings. In: Structural Control and Health Monitoring, v. 24, n. 4 (April 2017).
https://doi.org/10.1002/stc.1903
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Zhang, Jiaguang / Wu, Bin / Mei, Yang / Shing, P. Benson (2015): Experimental and Analytical Studies on a Reinforced Concrete Frame Retrofitted with Buckling-Restrained Brace and Steel Caging. In: Advances in Structural Engineering, v. 18, n. 2 (Februar 2015).
https://doi.org/10.1260/1369-4332.18.2.155
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Okail, Hussein O. / Shing, P. Benson / Klingner, Richard E. / McGinley, William M. (2010): Performance of clay masonry veneer in wood-stud walls subjected to out-of-plane seismic loads. In: Earthquake Engineering and Structural Dynamics, v. 39, n. 14 (November 2010).
https://doi.org/10.1002/eqe.999
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Jung, Rae-Young / Shing, P. Benson (2006): Performance evaluation of a real-time pseudodynamic test system. In: Earthquake Engineering and Structural Dynamics, v. 35, n. 7 (Juni 2006).
https://doi.org/10.1002/eqe.547
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Jung, Rae-Young / Shing, P. Benson / Stauffer, Eric / Thoen, Bradford (2007): Performance of a real-time pseudodynamic test system considering nonlinear structural response. In: Earthquake Engineering and Structural Dynamics, v. 36, n. 12 (10 Oktober 2007).
https://doi.org/10.1002/eqe.722
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Wu, Bin / Wang, Qianying / Shing, P. Benson / Ou, Jinping (2007): Equivalent force control method for generalized real-time substructure testing with implicit integration. In: Earthquake Engineering and Structural Dynamics, v. 36, n. 9 (25 Juli 2007).
https://doi.org/10.1002/eqe.674
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Murcia-Delso, Juan / Shing, P. Benson (2018): Numerical Study of Bond and Development of Column Longitudinal Reinforcement Extended into Oversized Pile Shafts. In: Journal of Structural Engineering (ASCE), v. 144, n. 5 (Mai 2018).
https://doi.org/10.1061/(asce)st.1943-541x.0002024
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Murcia-Delso, Juan / Liu, Yujia / Shing, P. Benson (2016): Development of Bridge Column Longitudinal Reinforcement in Oversized Pile Shafts. In: Journal of Structural Engineering (ASCE), v. 142, n. 11 (November 2016).
https://doi.org/10.1061/(asce)st.1943-541x.0001591
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Murcia-Delso, Juan / Shing, P. Benson (2015): Bond-Slip Model for Detailed Finite-Element Analysis of Reinforced Concrete Structures. In: Journal of Structural Engineering (ASCE), v. 141, n. 4 (April 2015).
https://doi.org/10.1061/(asce)st.1943-541x.0001070
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Salari, M. Reza / Spacone, Enrico / Shing, P. Benson / Frangopol, Dan M. (1998): Nonlinear Analysis of Composite Beams with Deformable Shear Connectors. In: Journal of Structural Engineering (ASCE), v. 124, n. 10 (Oktober 1998).
https://doi.org/10.1061/(asce)0733-9445(1998)124:10(1148)
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Koutromanos, Ioannis / Shing, P. Benson (2014): Numerical Study of Masonry-Infilled RC Frames Retrofitted with ECC Overlays. In: Journal of Structural Engineering (ASCE), v. 140, n. 7 (Juli 2014).
https://doi.org/10.1061/(asce)st.1943-541x.0000934
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Shing, P. Benson / Mehrabi, Armin B. (2002): Behaviour and analysis of masonry-infilled frames. In: Progress in Structural Engineering and Materials, v. 4, n. 3 ( 2002).
https://doi.org/10.1002/pse.122
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Lotfi, Hamid R. / Shing, P. Benson (1994): Interface Model Applied to Fracture of Masonry Structures. In: Journal of Structural Engineering (ASCE), v. 120, n. 1 (Januar 1994).
https://doi.org/10.1061/(asce)0733-9445(1994)120:1(63)
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Mehrabi, Armin B. / Shing, P. Benson / Schuller, Michael P. / Noland, James L. (1996): Experimental Evaluation of Masonry-Infilled RC Frames. In: Journal of Structural Engineering (ASCE), v. 122, n. 3 (März 1996).
https://doi.org/10.1061/(asce)0733-9445(1996)122:3(228)
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Mehrabi, Armin B. / Shing, P. Benson (1997): Finite Element Modeling of Masonry-Infilled RC Frames. In: Journal of Structural Engineering (ASCE), v. 123, n. 5 (Mai 1997).
https://doi.org/10.1061/(asce)0733-9445(1997)123:5(604)
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Moaveni, Babak / Stavridis, Andreas / Lombaert, Geert / Conte, Joel P. / Shing, P. Benson (2013): Finite-Element Model Updating for Assessment of Progressive Damage in a 3-Story Infilled RC Frame. In: Journal of Structural Engineering (ASCE), v. 139, n. 10 (Oktober 2013).
https://doi.org/10.1061/(asce)st.1943-541x.0000586