Memory Checking Requires Logarithmic Overhead by Boyle, Elette, Komargodski, Ilan, Vafa, Neekon

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Memory Checking Requires Logarithmic Overhead by Boyle, Elette, Komargodski, Ilan, Vafa, Neekon

“…We study the complexity of memory checkers with computational security and prove the first general tight lower bound. …”
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Seismic performance of continuous link reinforced concrete beam-column connections subjected to earthquake loading by Mohammadamin Azimi

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Seismic behavior of reinforced concrete columns with lightly transverse reinforcement by Muhammed Faizal Radzuan.

“…Shear degradation of a reinforced concrete column leads to a reduction in axial strength of the column. …”
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Steel beam responses under blast loading by Wei, Ke Wu.

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Experiment and analysis of a hybrid composite post-tension plate girder by Al Mustawfi, Sahib, Safiee, Nor Azizi, Abu Bakar, Nabilah, Abd Karim, Izian, Mohd Nasir, Noor Azline

“…Web and flange plates withstand shear force and bending moment, respectively. However, plate girders are vulnerable to shear buckling. …”
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Structural performance of cold-formed steel with self-compacting concrete in a composite beam system by Muhammad Lawan, Mustapha

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Strength and compressibility of soft soil reinforced with bottom ash columns by Hasan, Muzamir

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Investigation of low temperature wafer bonding using intermediate layer by Deng, Shusheng

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Exploring WAP technology to enhance online discussion by Lee, Chwee Beng.

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Application of long gauge sensors on RC structures by Yong, Jun Jordan

“…Various types of sensors are utilized, including Linear Variable Differential Transformers (LVDTs), point gauges, and long gauge sensors (LGS). By applying gradual shear loads and monitoring subsequent responses, our goal is to ascertain the extent of shear stress under varying loading circumstances. …”
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Stiffness of RC columns with hollow section by Teng, Ganyu

“…It was observed that the latter three parameters play significant roles in flexural stiffness. The shear stiffness component was studied in details and an equation was proposed based upon the continuum truss model for cracked elastic shear stiffness with constant crack angles. …”
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Numerical study on reinforced concrete beam-column frames in progressive collapse by Long, Xu

“…Thirdly, a component-based mechanical model is proposed to simplify two dimensional RC beam-column joints, where three types of components are considered, viz., the bond-slip component, shear-panel component and interfacial shear component. …”
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Application of low frequency noise in the study of VLSI electromigration by Lim, Shin Yeh.

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Analysis of slope stability considering soil anisotropy by Lee, You Ren

“…In such deposits, the undrained shear strength of the clay is different in the active and passive conditions. …”
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GPU-accelerated real-time motion planning for safe human-robot collaboration by Fujii, Shohei

“…We experimentally demonstrate that our method can navigate a 6-DoF robot earlier than a geometric-primitives-based distance checker in a dynamic, collaborative environment. …”
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Dynamic fracture mechanics of FRP-concrete interface by Li, Gen

“…Due to the inconsistent deformation in concrete and FRP laminate, relative slip and corresponding shear stress is created between the concrete and FRP and the bond of the interface eventually fails by shear debonding. …”
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Numerical analysis of thermophoresis of charged colloidal particles in non-Newtonian concentrated electrolyte solutions by Zhou, Yi, Deng, Xin, Liang, Sheng, Zhao, Cunlu, Yang, Chun

“…The numerical simulations reveal that the shear-thinning effect of pseudoplastic fluids is advantageous to the thermophoresis, and the shear-thickening effect of dilatant fluids slows down the thermophoresis. …”
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Analysis of bedload transport in laminar flows by Cheng, Nian-Sheng

“…Bedload transport generally depends on the bed shear stress and Reynolds number. Many studies conducted for the condition of turbulent flows have revealed the dependence of the transport rate on the bed shear stress, while knowledge of the Reynolds number effect on the transport rate is very limited. …”
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Failure mode classification for reinforced concrete members using data-driven approaches by Ong, Billy

“…This study aims to classify images of reinforced concrete (RC) structures by examining characteristic crack patterns associated with specific failure modes in RC columns, beams, and walls. Post-classification, shear strength equations are employed to determine the shear force to predicted shear strength ratio (m), utilizing various parameters obtained from the collected database. …”
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