Shear Capacity of RC Beam with Opening Strengthened Using CFRP Sheet and Plate by Fai, Moi Kin, Ali, Noorwirdawati

“…Nevertheless, the control beam with no openings has the greatest ultimate shear capacity. …”
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Experimental investigation on lightweight composite slab system with hollow box beam for flood resistant / by Low, Jun Xiu, 1991-, author 627332, Shek, Poi Ngian, supervisor 182086, Fakulti Kejuruteraan. Sekolah Kejuruteraan Awam 619085

Experimental investigation on lightweight composite slab system with hollow box beam for flood resistant / by Low, Jun Xiu, 1991-, author 627332

Laser-based 3D printing using bessel beams for tissue engineering applications by Liew, Andy Wen Loong

“…In this dissertation, a laser-based 3D printing technique using Bessel Beams was studied for applications in tissue engineering. …”
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Experimental and numerical investigations of press-braked stainless steel channel section beam-columns by Zhang, Lulu, Li, Shuai, Tan, Kang Hai, Zhao, Ou

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Re-evaluation of shear strength design code provisions of RC beams with shear reinforcements by Yu, Bo, Sang, Bujiu, Tao, Xiaolei, Li, Bing

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Modeling and predicting the beam properties from grating structures using deep neural network by Lim, Yu Dian, Zhao, Peng, Guidoni, Luca, Likforman, Jean-Pierre, Tan, Chuan Seng

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Rigid-elastic combined metamaterial beam with tunable band gaps for broadband vibration suppression by Zhang, Jiazhen, Peng, Xuzhang, Yu, Dewen, Hu, Guobiao, Yang, Yaowen

“…Extensive research efforts have been dedicated to exploring the application of metamaterial beams for vibration suppression. However, most existing designs primarily focused on utilizing the translational motion of local resonators to create band gaps. …”
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High-strength concrete deep beams with different web reinforcements under combined loading by Weng, Li Wei.

“…The investigations described in this thesis are principally concerned with the general behaviour, analysis and design in shear of reinforced concrete deep beams subjected to combined loading with various top to bottom loading ratios. …”
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Design of fully and unrestraint continuous beams using BS5950:2000 and Eurocode 3 by Zhang, Kailong

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Plasmonic properties of two-dimensional metallic nanoholes fabricated by focused ion beam lithography by Zhu, Shaoli, Zhou, Wei

“…We used the finite-difference time-domain method to design the transmission and the localized surface plasmon resonance electric field distribution in the near field. The focused ion beam method was used to fabricate the nanoholes. …”
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Edge/cloud resource management for time-sensitive applications by Lim, Her Huey

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Data fusion and missing data estimation in road networks by Foo, Her Yiow

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Emotional connectivity in branded entertainment and the gender divide. by Chee, Shona Ee Lin., Phang, Zhi Yuan., Low, Reuben Kok Cherng.

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The development of promising local enterprises to Asian multi-national corporations : a study of Singapore companies' human resource strategies by Chai, David Wei Kian, Chew, Chee Siang, Jean Yuan Cherng Bannon

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Non-linear finite element analysis of steel fibre self compacting reinforced concrete beams / by Aisyahira Melan, 1992-, author 615637, Roslli Noor Mohamed, supervisor 513492, Fakulti Kejuruteraan Awam 8022

Non-linear finite element analysis of steel fibre self compacting reinforced concrete beams / by Aisyahira Melan, 1992-, author 615637

Beam heating explains critical current suppression measured during ion irradiation of REBCO tapes by Devitre, Alexis, Fischer, David, Riva, N., Rae, M., Kortman, Lauryn, Woller, Kevin, Fisher, Zoe, Short, Michael, Whyte, Dennis, Hartwig, Zachary

“…However, the data remain inconclusive regarding beam heating due to the difficulty of measuring local temperatures with contact probes. …”
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Polarization-insensitive self-collimation and beam splitter based on triangular-lattice annular photonic crystals by Jiang, Liyong., Wu, Hong., Li, Xiangyin.

“…Finally, a polarization beam splitter has been proposed and demonstrated based on the unique PISC and band-gap feature in triangular-lattice annular PCs.…”
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Experimental tests of steel frames with different beam-column connections under falling debris impact by Wang, Hao, Tan, Kang Hai, Yang, Bo

“…To mitigate progressive collapse under falling debris impact, steel frames with five types of beam-column connections were tested. Both single and multiple impacts were applied to each specimen to obtain dynamic responses, load-resisting mechanisms, and impact resistance. …”
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