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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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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Design and implementation of a synthesizable test-bench for testing the LDPC decoder IP by Yang, Shi

“…The simulation environment is mainly used for preliminary and functional checks, and the emulation environment is chosen for further verification due to its much higher run speed compared to simulation.…”
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Steel beam responses under blast loading by Wei, Ke Wu.

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Design of blockchain-based P2P energy trading framework and a SCADA system for distributed energy resources in microgrids by Li, Yao

“…This project mainly completed the development and implementation of a peer-to-peer (P2P) energy trading framework between prosumers based on an Ethereum private blockchain network. …”
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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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Design and development of a web-based platform for EEE MSc student orientation by Soo, Serena Keng Shuang

“…The main aim of the web application is for students to have cultural exchanges, to explore Singapore, and to engage in school life by forming interest groups with like-minded peers.…”
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Reframing stigma in Tourette syndrome: an updated scoping review by Pring, K, Malli, M, Hardy, BW, Rapp, SR, Storch, EA, Mink, JW, Martindale, JM

“…On the individual level, youth with PTD had lower self-esteem than peers, often leading to fear of future stigmatization, avoidant behaviors, and self-stigmatization. …”

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

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Part I : Ranking of 2004 financial sector reforms and liberalisation of ASEAN 10+5 economies. by Khoo, Miaosi., Seah, Terence Choon Kiat., Shahirah Arshad.

“…This study aims to motivate the ASEAN 10+5 economies to push for greater financial reforms and liberalisation by ranking and comparing them with their regional peers.…”
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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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Enriching students’ cross-cultural and multilingual communication: the serious play approach utilizing Playmobil pro figures by Meletiadou, Eleni

“…Thematic analysis was used to analyse the data which revealed that Playmobil pro facilitated intercultural communication in the post-COVID-19 era as students seemed to be unwilling to work with their peers in face-to-face classes, possibly suffering from trauma. …”
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Tournament induced incentives and analysts' boldness. by Yin, Huifang.

“…This finding survives several robustness checks and is more pronounced when the interim assessment date is closer to the end of the tournament period, when analysts are inexperienced/non-all-star, and when the market activity is high. …”
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Rheological properties of calcium silicate‐filled isotactic polypropylene by Maiti, S. N., Singh, Gurunam, Ibrahim, Mohd. Nordin

“…The composites followed the power law in shear stress versus shear rate variations and were shear thinning. …”
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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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