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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Unveiling student perspectives on online presentations by Siti Ainun Jariyah, Hassan, Hamizah, Zahari, Ezihaslinda, Ngah

“…In a typical online presentation, students deliver information or projects through digital platforms, sharing their work in real time with instructors and peers. Various tools, such as Zoom, Microsoft Teams, and Google Meet, are frequently used to facilitate these presentations. …”
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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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Stabilization of soft clay soil by the reinforcement of single bottom ash silica fume (BASF) column by Ng, Jun Shen, Muzamir, Hasan, Tan, Kah Yee

“…The important parameter, shear strength was accessed by conducting the Unconfined Compression Test (UCT). …”
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Impact of structural eurocodes on steel and composite structures by Jin, Y. F., Cai, Y. Q., Chiew, Sing Ping, Lee, Chi King

“…It is found that the flexural buckling resistance, web bearing and buckling resistance and lateral-torsional buckling resistance determined from Eurocodes 3 and 4 are much larger than those from BS5950. However, for shear buckling resistance of plated structures, Eurocode 3 produced a lower value compared to BS5950, and for shear resistance of headed stud, Eurocode 4 produced a lower value compared to BS5950-3.1.…”
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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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Student poster conferences as a formative, authentic, inclusive and sustainable assessment practice by Sims, D, Aitken, D, Swales, C

“…Of primary importance, the poster conference is a safe-to-fail formative experiential learning opportunity, with opportunities for feedback from peers and key stakeholders. It is a form of authentic assessment that replicates a ‘real world’ conference experience and aspects of public scholarship and peer review. …”

Exploring career realities: elevating graduate employability through job shadowing by Hanaliza Kamis, Phan, Jasmine Ah Kiaw, Sheela Karunaharan Thanaraj, Jen, Ling Gan

“…Overall, the performance of program participants surpassed that of their non-participating peers, underscoring the program’s impact on bridging the gap between academic theory and practical application.…”
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Mixed convection of ferrohydrodynamics magnetized hybrid ferrofluid on a slip-permeable stretching sheet by Kamis, Nur Ilyana, Lim, Yeou Jiann, Rawi, Noraihan Afiqah, Shafie, Sharidan

“…Forced convection reduces velocity profile and shear stress more rapidly than mixed and natural convection, exhibiting distinct thermal field and Nusselt number patterns. …”
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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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The Inspiration Design Toolkit: A Human-Centered Design Tool for a System Engineering Course by Lee, Sheng-Hung, Yang, Maria C, Carramolino, Beatriz, Rudnik, John

“…The aim of the IDT is to improve the participants’ learning experience and course engagement, increase opportunities for them to interact with their peers and teaching team, enable them to practice and reinforce the concepts through the creation of their own IDT cards, and share the cards in the discussion to increase learners’ engagement with course material and peers. …”
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Facial expression quantification and analysis by Ramya Sridharan

“…This dissertation mentions some of the latest techniques available in the above field and proposes two design techniques that exceed the performance of their peers in both technical aspects and applications.…”
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Strength and compressibility of soft soil reinforced with bottom ash columns by Hasan, Muzamir

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Customized glass sealant for ceramic substrates for high temperature electronic application by Sharif, Ahmed, Gan, Chee Lip, Chen, Zhong

“…This study investigates the ceramic to ceramic bonding, using composite glass frit as the binding layer that is able to tolerate a high temperature environment for ruggedized microelectronic applications. Shear strength measurements were carried out at both room and high temperature (i.e. 250 °C) to evaluate room and high temperature performance of the joints. …”
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Development of cellulose based food-ink from cellulose powder by N.Y, Azman, S.F.Z.M, Fuzi, N.H., Abdul Manas

“…This discovery is applicable to 3D printing in the food industry since CMC powder exhibits shear thinning behaviour at low concentrations and has stable thermal characteristics comparable to printable and edible materials.…”
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Normal People / by Rooney, Sally, author 631806, Faber (Online service) 656045

“…Well-off Marianne blossoms at university, becoming pretty and popular, while Connell struggles for the first time in his life to fit in properly with his peers. The two weave in and out of each other's lives during their university years, developing an intense bond that exposes their traumas and insecurities.…”
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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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