Laboratory realization of relativistic pair-plasma beams by Arrowsmith, CD, Simon, P, Bilbao, PJ, Bott, AFA, Burger, S, Chen, H, Cruz, FD, Davenne, T, Efthymiopoulos, I, Froula, DH, Goillot, A, Gudmundsson, JT, Haberberger, D, Halliday, JWD, Hodge, T, Huffman, BT, Iaquinta, S, Miniati, F, Reville, B, Sarkar, S, Schekochihin, AA, Silva, LO, Simpson, R, Stergiou, V, Trines, RMGM, Charitonidis, N, Bingham, R, Gregori, G

“…We present the first experimental results confirming the generation of high-density, quasi-neutral, relativistic electron-positron pair beams using the 440 GeV/c beam at CERN’s Super Proton Synchrotron (SPS) accelerator. …”

Beam-pattern analysis of multi-beam high peak power IR-UWB transmitter tag for indoor positioning and tracking system by Md Arif Hussain Ansari, Law, Choi Look

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Exploring EFL teachers’ perceptions of the use of peer assessment in external exam-dominated writing classes by Meletiadou, Eleni, Tsagari, Dina

“…Several studies on peer assessment (PA) have highlighted significant benefits for the learning process such as increased student motivation, enhanced collaborative learning (especially in terms of EFL writing) and improved reflection skills. …”
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Exploring the acceptance of mobile-assisted peer feedback in English speaking among Chinese EFL students by Weng, Jiayang, Noordin, Nooreen, Ahmad, Norhakimah Khaiessa

“…Grounded in the Technology Acceptance Model (TAM), this quasi-experimental study examined the use of Mobile-Assisted Peer Feedback (MAPF) tools via the Tencent Mini Programme among Chinese university EFL learners to enhance English speaking proficiency. …”
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Enhancing quantum synchronization through homodyne measurement, noise, and squeezing by Shen, Yuan, Soh, Hong Yi, Fan, Weijun, Kwek, Leong Chuan

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Load‑bearing behaviors of sandwich plates with non‑uniformly distributed grid cores : Static compression and bending by Hao, Ning, Wang, Youlong, Song, Yiheng, Ruan, Sihan, Quanjin, Ma, Wang, Ziying

“…Under bending loading, most NUGPs experience local failure at the loading head, while the specific category surpassing GPs undergoes shear buckling in longer grid walls. (3) Deformation modes of the core layer, mechanical analysis, thin plate buckling theory, and equivalent bending stiffness calculations elucidate the load-bearing mechanisms of NUGPs. These findings enhance topology optimization research for sandwich plates, provide guidance for grid wall arrangements under different loading conditions, and offer insights for designing lightweight sandwich structures.…”
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The impact of musical fit and sound design on consumers’ perception of a luxury car ad by Sze Yeoh, JP, Han, MG, Spence, C

“…A study is reported that was designed to investigate the influence of various kinds of sonic accompaniment on consumers’ perception of a high-end luxury sports car. Using a between-participants experimental design, groups of 40 participants viewed a short car ad. …”

Behaviour of continuous deep beams with unsymmetrical web openings by Tham, Win Yen

“…It was concluded that the configurations of the steel reinforcement had a significant influence on the structural behaviour of these deep beams. The capacity of the deep beams with web openings was enhanced when reinforcing bars were provided at the top and bottom of the web openings. …”
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Effects of high loading rate on reinforced concrete beams by Fujikake, Kazunori, Adhikary, Satadru Das, Li, Bing

“…Comparative analyses of RC beams under these varying loading rates highlighted several key aspects of their dynamic behavior.…”
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Timoshenko beam effect in flexural resonant column tests by Leong, Eng Choon, Cheng, Z. Y.

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Sustainable structural design optimization - prestressed concrete beams by Ng, Kok Hang

“…The case study revealed that for an 18 m wide bridge, a 3-beam layout generates lesser overall EC than a 4-beam layout and a beam length (thus column spacing) of 20 to 26 m is likely to produce the lowest EC for the bridge system. …”
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Shear strength of reinforced and prestressed concrete deep beams by Lu, Hai Yun.

“…The studies in this thesis mainly focus on the general behaviour, analysis and design in the shear strength of large reinforced and post-tensioned concrete deep beams. The influence of main steel ratio p, concrete strength fc', shear span-to-overall-height ratio a/h (or shear span-to-effective-depth ratio a/d), overall height h and prestress force on deep beams are investigated.…”
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Vibration of sandwich beams with 2 non-overlapping delaminations by Yip, Kok Seng.

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Vibration of beams with delaminations and embedded piezoelectric sensors and actuators by Della, Christian Ngalatan

“…The delaminated beams are modeled as interconnected Euler-Bernoulli beams using the delaminations as their boundaries. …”
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Nonlinear self-confined plasmonic beams: experimental proof by Kuriakose, T, Renversez, G, Nazabal, V, Elsawy, MMR, Coulon, N, Němec, P, Chauvet, M

“…Controlling low power light beam self-confinement with ultrafast response time opens up opportunities for the development of signal processing in microdevices. …”

The effects of peer instruction through social learning environment towards students' cognitive load and learning performance / by Edwards, Bosede Iyiade, 1971-, author 549822, Baharuddin Aris, supervisor 221554, Nurbiha A. Shukor, 1986-, supervisor 535223, Hasnah Mohamed, 1966-, supervisor 535272, Fakulti Pendidikan 8185

The effects of peer instruction through social learning environment towards students' cognitive load and learning performance / by Edwards, Bosede Iyiade, 1971-, author 549822

An Analytical Model for Pitch Moment Stiffness of Bolted Connections and Its Application in Ballscrew Bearing Support Block Selection by Harlalka, Akshay D., Slocum, Alexander H.

“…While analytical models for the axial stiffness of bolted joints are well developed, models for moment (angular) stiffness of bolted structures, such as ball screw bearing support blocks, are needed to help engineers rapidly design more efficient precision machines. …”
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Catalytic asymmetric synthesis of Pt- and Pd-PCP pincer complexes bearing a para-N pyridinyl backbone by Wong, Esther Hui Yen, Jia, Yu-Xiang, Li, Yongxin, Pullarkat, Sumod Appukuttan, Leung, Pak-Hing

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Case study of load-bearing precast wall system subject to low seismic intensity by linear and nonlinear analyses by Tiong, Patrick Liq Yee, Chiew, Sing Ping, Teow, Beng Hur

“…This paper investigates the behaviour of load-bearing precast wall system (namely the HC Precast System − HCPS) subject to seismicity in Malaysia. …”
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