Search Results - "Benson Shing, P"

Bond-Slip Model for Detailed Finite-Element Analysis of Reinforced Concrete Structures by Murcia-Delso, Juan, Benson Shing, P

“…AbstractA new interface model to simulate the bond-slip behavior of reinforcing bars is presented. The model adopts a semiempirical law to predict the bond…”
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Physical Model Tests of Half-Scale Geosynthetic Reinforced Soil Bridge Abutments. II: Dynamic Loading by Zheng, Yewei, McCartney, John S, Shing, P. Benson, Fox, Patrick J

“…AbstractThis paper presents experimental results from shaking table tests on four half-scale geosynthetic reinforced soil (GRS) bridge abutment specimens…”
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Aspects of bridge‐ground seismic response and liquefaction‐induced deformations by Qiu, Zhijian, Ebeido, Ahmed, Almutairi, Abdullah, Lu, Jinchi, Elgamal, Ahmed, Shing, P. Benson, Martin, Geoffrey

“…SUMMARY Considerable bridge‐ground interaction effects are involved in evaluating the consequences of liquefaction‐induced deformations. Due to seismic…”
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Elastoplastic Dilatant Interface Model for Cyclic Bond-Slip Behavior of Reinforcing Bars by Murcia-Delso, Juan, Benson Shing, P

“…AbstractThis paper presents a new interface model to simulate the cyclic bond-slip behavior of steel reinforcing bars embedded in concrete. A multi-surface…”
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Performance of a real-time pseudodynamic test system considering nonlinear structural response by Jung, Rae-Young, Benson Shing, P., Stauffer, Eric, Thoen, Bradford

“…This paper presents the implementation details of a real‐time pseudodynamic test system that adopts an implicit time integration scheme. The basic…”
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Equivalent force control method for generalized real-time substructure testing with implicit integration by Wu, Bin, Wang, Qianying, Benson Shing, P., Ou, Jinping

“…This paper presents a new method, called the equivalent force control method, for solving the nonlinear equations of motion in a real‐time substructure test…”
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Fragility analysis of reinforced masonry shear walls by Murcia-Delso, Juan, Shing, P. Benson

“…Fragility functions have been developed to evaluate the damageability of fully grouted and partially grouted reinforced masonry shear walls subjected to…”
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Full‐field deformation measurements during seismic loading of masonry buildings by Rajaram, S., Vanniamparambil, P. A., Khan, F., Bolhassani, M., Koutras, A., Bartoli, I., Moon, F., Hamid, A., Benson Shing, P., Tyson, J., Kontsos, A.

“…Summary This article demonstrates the potential of the digital image correlation (DIC) method to provide accurate full‐field deformation measurements and…”
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Practical Nonlinear Analysis Methods for Flexure-Dominated Reinforced Masonry Shear Walls by Cheng, Jianyu, Shing, P. Benson

“…AbstractReinforced masonry (RM) shear walls are the main seismic force–resisting elements in masonry buildings. Current guidelines and nonlinear modeling…”
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A beam‐column element for modeling nonlinear flexural and shear behaviors of reinforced masonry walls by Cheng, Jianyu, Shing, P. Benson

“…This paper presents a computationally efficient beam‐column element to simulate the nonlinear flexural and shear behaviors of reinforced masonry shear walls…”
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Performance and Application of Equivalent Force Control Method for Real-Time Substructure Testing by Wu, Bin, Xu, Guoshan, Li, Yan, Shing, P. Benson, Ou, Jinping

“…AbstractThe equivalent force control (EFC) method has been developed for real-time substructure testing with implicit integration to replace the numerical…”
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Cyclic Analyses of Reinforced Concrete Masonry Panels Using a Force-Based Frame Element by Peruch, Matteo, Spacone, Enrico, Shing, P. Benson

“…AbstractThis paper presents the calibration of a frame element that can be used to model the flexural as well as the shear behavior of reinforced masonry…”
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Seismic behavior of a partially grouted reinforced masonry structure: Shake‐table testing and numerical analyses by Koutras, Andreas A., Shing, P. Benson

“…Summary In regions of low to moderate seismicity in North America, reinforced masonry structures are mostly partially grouted. The behavior of such structures…”
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Seismic resistance of RC bent caps in elevated mass transit structures by Kwon, Minho, Benson Shing, P, Mallare, Chip, Restrepo, Jose

“…This paper presents a study of the seismic resistance of two reinforced concrete cap beams in existing elevated guideway structures constructed in the 1960s…”
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Shaking-table tests of a full-scale single-story masonry veneer wood-frame structure by Okail, Hussein O., Shing, P. Benson, McGinley, William M., Klingner, Richard E., Jo, Seongwoo, McLean, David I.

“…This paper presents the findings of shaking‐table experiments conducted to examine the seismic performance of a full‐scale, one‐story, wood‐framed structure…”
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Physical Model Tests of Half-Scale Geosynthetic Reinforced Soil Bridge Abutments. I: Static Loading by Zheng, Yewei, Fox, Patrick J, Shing, P. Benson, McCartney, John S

“…AbstractThis paper presents experimental results from physical model tests on four half-scale geosynthetic reinforced soil (GRS) bridge abutment specimens…”
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Evaluation of collapse resistance of reinforced masonry wall systems by shake‐table tests by Cheng, Jianyu, Koutras, Andreas A., Shing, P. Benson

“…Summary This paper presents a shake‐table test study to investigate the displacement capacity of shear‐dominated reinforced masonry wall systems and the…”
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Numerical and Experimental Assessment of an Improved Design Detail for Partially Grouted Reinforced Masonry Wall Structures by Koutras, Andreas A, Shing, P. Benson

“…AbstractReinforced masonry buildings predominantly are partially grouted in areas of low or moderate seismicity in North America. The walls in such structures…”
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Finite‐element modeling of the seismic response of reinforced masonry wall structures by Koutras, Andreas A., Shing, P. Benson

“…Modern design codes and performance‐based earthquake engineering rely heavily on computational tools to assess the seismic performance and collapse potential…”
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Numerical Study of Bond and Development of Column Longitudinal Reinforcement Extended into Oversized Pile Shafts by Murcia-Delso, Juan, Shing, P. Benson

“…This paper presents a numerical investigation to examine the bond-slip behavior of column longitudinal reinforcing bars embedded in oversized pile shafts and…”
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