The vibration of a beam embedded with piezoelectric inclusions by Deng, Chao Dan

“…Active vibration control using smart materials has attracted more and more attentions in recent years. In the present project, the dynamic response of a beam embedded with arrays of piezoelectric actuators/sensors is investigated. …”
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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. …”

Shear behaviour of high-strength concrete beams by He, Lihua.

“…The experimental investigation conducted in this project is important to evaluate the current design methods used for shear design of HSC beams, and the theoretical model proposed in this research for reinforced concrete element is capable of predicting not only the ultimate shear strength but also the load-deformation response of concrete elements subjected to in-plane shear and normal stresses.…”
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Progressive collapse assessment of prestressed concrete beams by Lin, Haoran, Luo, Da, Li, Bing

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Steel beam responses under blast loading by Wei, Ke Wu.

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Laboratory realization of relativistic pair-plasma beams by Arrowsmith, C, Simon, P, Bilbao, P, Bott, A, Burger, S, Chen, H, Cruz, F, Davenne, T, Efthymiopoulos, I, Froula, D, Goillot, AM, Gudmundsson, JT, Haberberger, D, Halliday, J, Hodge, T, Huffman, B, Iaquinta, S, Miniati, F, Reville, B, Sarkar, S, Schekochihin, A, Silva, L, Simpson, Stergiou, V, Trines, R, Vieu, T, Charitonidis, N, Bingham, R, Gregori, G

“…We present 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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A case study of construction dispute – case A & B by Ong, Simon Yeow Kuan.

“…This Final Year Project (“FYP”) will look into a case dispute involving a domestic sub-contractor and the main contractor. …”
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Using cognitive cases to establish incidence: the case of exaptative actions by Scarabusci, Raul, Hrvatin, Noemi, Sherazi, N., Tobol, E., Ormerod, Thomas C., Ross, Wendy

“…The primary methodological approach in cognitive psychology is experimental. However, the case study seems to hold particular importance in the foundational concepts of higher cognitive functions. …”
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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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Forty years of the Ellis–Baldwin test by Secrest, N, von Hausegger, S, Rameez, M, Mohayaee, R, Sarkar, S

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

“…It is important to understand that deep beams behave differently from normal beams. Due to their dimensions, deep beams are predominantly controlled by shear strength. …”
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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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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. …”