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

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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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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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. …”

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

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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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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Report to the President for year ended June 30, 2022, Appendix B: Enrollment Statistics, Number of Students by Course and Year by MIT Registrar's Office

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China : one year after September 11 by Tang, Shiping

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Key drivers to the 'once-in-100-years' flood by Dong, Luojie

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Market outlook of VLCCs in the next 5 years by Cheah, Peifang.

“…Discounted cashflow analysis would be applied to derive the Net Present Value (NPV) and the Internal Rate of Return (IRR) of investing in newbuild, 5 year old, 10 year old and 15 year old VLCC based on the forecasted freight rates under the various scenarios (varying WACC from 0 to 20%). …”
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Market outlook of VLCCs in the next 5 years by Cheah, Peifen.

“…The purpose of this paper is to analyze the Very Large Crude Carrier (VLCC) market and come up with an opinion on whether it is worth entering the market in the next 5 years. The analysis would look at the demand and supply of VLCCs which determines the VLCC freight market. …”
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