4.462 / 4.441 Building Technologies II: Building Structural Systems I, Spring 2003 by Ochsendorf, John Allen

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16.01-04 Unified Engineering I, II, III, & IV, Fall 2003-Spring 2004 by Hall, Steven Ray, Coleman, Charles P, Drela, Mark, Lundqvist, Ingrid Kristina, Spearing, S Mark, Waitz, Ian A, Young, Peter W

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16.100 Aerodynamics, Fall 2002 by Darmofal, David L.

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Encapsulation of probiotics for food and beverage applications by Ang, Kai Lin

“…Up to date, no studies have been done to examine the viability of probiotics in popular, well-liked, commercialized carbonated sodas/beers, but it is known that certain components in these matrices (e.g. phosphoric acid in soda, hops and ethanol in beers) can reduce the viability of probiotics. …”
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100 UMPSA athletes to compete in 10 events at the 2024 SUKUM Championship by Siti Nur Azwin, Zulkapri

“…PEKAN, 6 August 2024 – The enthusiastic cheers of “UMPSA! Minda Juara!” echoed as 100 athletes, comprising 65 men and 35 women from Universiti Malaysia Pahang Al-Sultan Abdullah (UMPSA), prepared to represent their university in the upcoming 2024 SUKUM Championship.…”
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Experimental studies on the behaviour of non_seismically detailed reinforced concrete column by Lim, Marvin Wei Sheng.

“…Post earthquake and experimental research have shown that old reinforced concrete structures which are designed based on non-seismic details are vulnerable to shear failure during earthquakes. Shear failure can lead to a reduction in building lateral strength, change in inelastic deformation mechanism and loss of axial load-carrying capacity. …”
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Probabilistic classification criterion for failure modes of reinforced concrete columns by Yu, Bo, Yu, Zecheng, Li, Bing, Li, Qiming, Ning, Chaolie

“…The accuracy and applicability of available flexure and shear strength models were scrutinized first to calculate the ratio of shear demand to shear strength (m). …”
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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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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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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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