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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Fragmentation of white phosphorus by a cyclic (alkyl)(amino)alumanyl anion by Koshino, Kota, Kinjo, Rei

“…Structural and electronic features of the latter were fully characterized by standard spectroscopic means, X-ray diffraction analysis, and computational studies, which revealed that 2 bears highly polarized Al (δ+) and P (δ-) and relatively short Al-P bonds, indicative of the σ-donating and π-accepting nature of CAAAl groups.…”
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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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Land reclamation without using soil-fills by Yeo, Eng Swee

“…The retaining wall structure constructed must be able to bear the lateral loading of 10 m to 20 m of seawater level. …”
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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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Does bankruptcy law prevent internalization of environmental costs: evidence from China by Li, Xingwei

“…The principle requires those responsible for environmental damage or imminent threats of damage to bear the necessary costs of remediation and prevention. …”
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Factual approach for tropical forest parameters measurement and monitoring: future option with a focus on synergetic use of airborne and terrestrial lidar technologies by Bazezew, Muluken N., Hussin, Yousif A., Kloosterman, Evert H., M. Hasmadi, Ismail

“…This approach contributes to the development of efficient techniques for forest monitoring systems and bears the potential to extend the modelling options from remote sensing data to understory layer trees.…”

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. …”

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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Durability of woven composite structures by Satrio Wicaksono

“…There are evidences showing that accelerated testing methodology cannot be used to predict the shear fatigue strength at arbitrary load ratio but can be used to predict the shear fatigue strength at arbitrary temperature and zero load ratio. …”
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Governing failure mode of unsaturated soil slopes under rainwater infiltration by Huang, Wengui, Leong, Eng-Choon, Rahardjo, Harianto

“…The governing failure mode is likely to be affected by soil properties, slope geometry, depth of wetting front and contribution of matric suction to shear strength, which were investigated in this study. …”
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