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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Effect of base columns arrangement to lateral displacement and shear lag of modified diagrid structures / by Fatin Izzaidah Anuar, 1991-, author 595269, Roslida Abd. Samat, supervisor 613915, Sariffuddin Sa'ad, supervisor 644487, Fakulti Kejuruteraan. Sekolah Kejuruteraan Awam 619085

Effect of base column length to the lateral displacement and shear lag of modified diagrid structures / by Chua, Fong Teng, 1991-,author 594696, Roslida Abd. Samat 613915, Sariffuddin Sa'ad 644487, Fakulti Kejuruteraan Awam 8022

Effect of base column length to the lateral displacement and shear lag of modified diagrid structures / by Chua, Fong Teng, 1991-,author 594696

The effectiveness of eugenia oleina in protecting tropical residual slope from excessive shear failure by Youventharan, D., Rokiah, Othman, Mohd Arif, Sulaiman, Putra Jaya, Ramadhansyah, Siti Noor Linda, Taib, Irfan Hakimie, Mohd Rodzif, Kuraisha, Kambali

“…Laboratory tests were conducted to measure soil shear strength, root properties, and the factor of safety (FOS) of tropical slopes before and after plant root implementation. …”
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Relationship between pore-size distribution and shear strength of compacted sand-kaolin mixtures by Fu, Weiqi.

“…Determination of pore size distribution of sand-kaolin relationship with shear strength is the main objective of the study. …”
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Effect of residual soil depth on soil-water characteristic curve and unsaturated shear strength by Tikno, Nickanor

“…This study focused on investigating characteristics of residual soils from three main formations in Singapore from different depths with respect to parameters of soil-water characteristic curve (SWCC) and unsaturated shear strength using statistical analyses. The parameters investigated in this study are percentage of fines (%), air-entry value (AEV), saturated permeability (ks), effective cohesion (c’), effective friction angle (’) and angle representing the rate of increase in shear strength with respect to an increase in matric suction (b). …”
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Seismic behaviour of reinforced concrete frame with offsetting steel plate shear wall and masonry infilled / by Muhammad Farhan Mohd. Fisol, 1994-, author 623549, Zamri Ramli, supervisor 318115, Fakulti Kejuruteraan Awam 8022

Seismic behaviour of reinforced concrete frame with offsetting steel plate shear wall and masonry infilled / by Muhammad Farhan Mohd. Fisol, 1994-, author 623549

Effects of interlayer notch and shear stress on interlayer strength of 3D printed cement paste by He, Lewei, Chow, Wai Tuck, Li, Hua

“…In this paper for investigation of the effect of interlayer notch and shear stress on interlayer strength of 3D printed cement paste, experimental work is conducted with emphasis on the effects of nozzle shape, nozzle height and printing speed on the interlayer strength. …”
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Multiplexed CRISPR/CAS9‐mediated engineering of pre‐clinical mouse models bearing native human B cell receptors by Wang, Xuesong, Ray, Rashmi, Kratochvil, Sven, Melzi, Eleonora, Lin, Ying‐Cing, Giguere, Sophie, Xu, Liling, Warner, John, Cheon, Diane, Liguori, Alessia, Groschel, Bettina, Phelps, Nicole

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Noninnocent behavior of nitrosoarene-pyridine hybrid ligands : ruthenium complexes bearing a 2-(2-Nitrosoaryl)pyridine monoanion radical by Chan, Siu-Chung, England, Jason, Lee, Wing-Chun, Wieghardt, Karl, Wong, Chun-Yuen

“…Redox-active ligands: Structural, spectroscopic, and theoretical studies of ruthenium(II) complexes bearing 2-(2-nitrosoaryl)pyridine ligands and their reduced analogues reveals the redox noninnocence of 2-(2-nitrosoaryl)pyridine (see scheme).…”
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Tunnel face stability in non-homogeneous soil by Khezri, Nima

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Effect of base columns arrangement to lateral displacement and shear lag of modified diagrid structures [electronic resource] / by Fatin Izzaidah Anuar, 1991-, author 595269

Double Diffusion, Shear Instabilities, and Heat Impacts of a Pacific Summer Water Intrusion in the Beaufort Sea by Fine, Elizabeth C., MacKinnon, Jennifer A., Alford, Matthew H., Middleton, Leo, Taylor, John, Mickett, John B., Cole, Sylvia T., Couto, Nicole, Boyer, Arnaud Le, Peacock, Thomas

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A new method for the control of size of pellets in the melt pelletization process with a high shear mixer by Heng, Paul Wan Sia, Wong, Tin Wui, Shu, Jian Jun, Wan, Lucy Sai Cheong

“…The control of the melt pelletization process in an 8-l high shear mixer using specific energy consumption of the impeller motor was studied. …”
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Effect of pore-size distribution on unsaturated shear strength of residual soil from sedimentary Jurong formation by Ong, Weilin.

“…A change in the matric suction in the soil causes a change in water volume in an unsaturated soil, which in turn affects the unsaturated shear strength of the soil. The aim of the project is to investigate the effect of pore-size distribution on unsaturated shear strength of residual soil from Jurong Formation. …”
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A review of feature extraction methods in vibration-based condition monitoring and its application for degradation trend estimation of low-speed slew bearing by Caesarendra, Wahyu, Tjahjowidodo, Tegoeh

“…This paper presents an empirical study of feature extraction methods for the application of low-speed slew bearing condition monitoring. The aim of the study is to find the proper features that represent the degradation condition of slew bearing rotating at very low speed (≈ 1 r/min) with naturally defect. …”
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Brownian dynamics simulation of soft matter with hydrodynamics: methods for constrained systems and shear processing of 2D materials by Funkenbusch, William Tian

“…Then, we give a brief introduction on simple shear and discuss how it is implemented in simulations. …”
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