Impact of innovation on performance of shipping companies in Singapore by Nah, Laura Yan Ling

“…A survey with 17 Singapore-registered ship-owning companies was conducted and results were checked for validity using the Spearman’s rho and Cronbach’s alpha tests. …”
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Forecasting air passenger volume in Singapore: Determining the explanatory variables for econometric models by Guo, Rui, Zhong, Zhao Wei

“…Before applying for model simulation, correlations among variables were checked. Various combinations of the variables were implemented to establish the models. …”
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Structural upgrading of reinforced concrete beams by MacAlevey, Niall F.

“…Slant shear tests were carried on 60 composite prisms of varying concrete strengths and surface preparations, using both static and dynamic loading. …”
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Strength of high-strength wall under lateral loading by Mohammad Redha Mohd Said.

“…High strength reinforced concrete (RC) shear walls had been used in the construction of core walls in tall buildings. …”
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Non-newtonian fluids and droplets in microchannels by Huang, Yi

“…The zeta potential was calculated. The shear thinning effect is also addressed via experimental data and theoretical calculations. …”
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Combined effects of muscle fatigue and decision making on knee joint biomechanics by Wang, Nan.

“…However, only increased knee extension moment and peak proximal tibial anterior shear force were found when the task was activating by unanticipated stimulus. …”
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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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Electrostatic adhesion pad for wall climbing robot by Suriyono

“…It not only improved the shear strength, but it made a breakthrough in both cost and ease of manufacture.…”
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Metal additive manufacturing repair study on rail steel with Stellite 6 powder by Nellian, Alagu Subramaniam, Pang, John Hock Lye

“…The measured wear data and wear coefficients for Stellite 6 and rail steel were fitted to Archard's wear model. Shear testing was conducted to measure the clad/substrate shear strength as an indication of the metallurgical bond strength. …”
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Control of cylinder wake using oscillatory morphing surface by Zeng, Lingwei, New, Tze How, Tang, Hui

“…With the highest-frequency oscillations, the shear layer develops into a train of many small vortices that follow the trace of undisturbed shear layer. …”
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Stability of laminated composites with delaminations by Yap, Chun Wee

“…Furthermore, in order to examine the buckling phenomena of moderately thick composite beam, three different collections of expressions designated as FSDT methods 1, 2 and 3 are presented to compute three separate sets of values for the effective flexural stiffness, effective shear modulus and shear correction factor in the first-order shear deformation beam theory. …”
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Study of local site effects using microtremor survey method by Zhu, Cheng.

“…Local site effects are typically characterized by the shear-wave velocity profile of the subsurface layers or the fundamental frequency of the site, which can be obtained by various means. …”
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An experimental investigation of ultrasonic anti-fouling technology by Goh, Jun Xian

“…It was determined that experimental results support the hypothesis that application of ultrasonic waves in shear horizontal mode will reduce the attachment rate of bacteria. …”
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The discovery of a conjugate system of faults in the Wharton Basin intraplate deformation zone by Singh, Satish Chandra, Hananto, Nugroho, Qin, Yanfang, Leclerc, Frederique, Avianto, Praditya, Tapponnier, Paul E., Carton, Helene, Wei, Shengji, Nugroho, Adam B., Gemilang, Wishnu A., Sieh, Kerry, Barbot, Sylvain

“…Using high-resolution bathymetry and seismic reflection data, we report the discovery of new N294°E-striking shear zones, oblique to the plate fabric. These shear zones are expressed by sets of normal faults striking at N335°E, defining the direction of the principal compressional stress in the region. …”
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Density, laying date, breeding success and diet of Black Kites Milvus migrans govinda in the city of Delhi (India) by Kumar, N, Mohan, D, Jhala, YV, Qureshi, Q, Sergio, F

“…A sample of 151 nests was checked regularly to record laying date, breeding success and diet.…”

Rheological characteristics of gelation by Lim, Lin Luan.

“…Many past works have been done on the surface tension and shear rheological behaviour of the hydrogel but few of them analysed the extensional rheological behaviour of the hydrogel. …”
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Non-slipping adhesive contact between dissimilar elastic solids under normal and tangential loads by Ma, L, Chen, Y, Hills, DA

“…Specifically, (i) the shear-off force of adhesive contact is proposed; (ii) the effect of tangential load on the puff-off force is presented; (iii) the influence of the normal load on the shear-off force is obtained; (iv) in the context of these results, the nominal static friction coefficient is defined and analyzed, and it is shown that the static friction coefficient is a function of external normal load, which can well explain some experimental results in the literature. …”

Heat transfer enhancement in drag-reducing channel flow by Yeo, Keng Hoo

“…In contrast to the polymer additives, mechanical degradation of surfactant additives when exposed to regions of high shear stress or repeated heating and cooling is only temporary. …”
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Stabilization of soft clay soil by the reinforcement of single bottom ash silica fume (BASF) column by Ng, Jun Shen, Muzamir, Hasan, Tan, Kah Yee

“…The important parameter, shear strength was accessed by conducting the Unconfined Compression Test (UCT). …”
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Impact of structural eurocodes on steel and composite structures by Jin, Y. F., Cai, Y. Q., Chiew, Sing Ping, Lee, Chi King

“…It is found that the flexural buckling resistance, web bearing and buckling resistance and lateral-torsional buckling resistance determined from Eurocodes 3 and 4 are much larger than those from BS5950. However, for shear buckling resistance of plated structures, Eurocode 3 produced a lower value compared to BS5950, and for shear resistance of headed stud, Eurocode 4 produced a lower value compared to BS5950-3.1.…”
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