Determination of the life span of inflammatory dendritic cells by Tay, Yong Long

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Foundation design of single-span arch bridges in China by Zhang, Zhitong, Leong, Eng Choon, Gong, Weiming, Dai, Guoliang, Li, Jian

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Interval elimination method for stochastic spanning tree problem by Mohd, Ismail

“…The optimum spanning tree problem has been well considered and until now several powerful algorithms have been proposed. …”
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Design of single-span medium-to-high strength concrete deep beams by Tan, Kang Hai., Kong, Fung Kew.

“…This project is to design of single-span medium-to-high strength concrete deep beams.…”
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Creep and thermal response of long span prestressed concrete integral abutment bridge / by Akilu Muhammad, 1972-, author 609880, Redzuan Abdullah, supervisor 558354, Mohamad Salleh Yassin, supervisor 304475, Fakulti Kejuruteraan Awam 8022

Creep and thermal response of long span prestressed concrete integral abutment bridge / by Akilu Muhammad, 1972-, author 609880

Objects of Collaboration: Roles and Sequences of Objects in Spanning Knowledge Group Boundaries in Design by Brubaker, Eric R, Sheppard, Sheri D, Hinds, Pamela J, Yang, Maria C

“…<jats:title>Abstract</jats:title> <jats:p>Spanning knowledge group boundaries is both a source of and barrier to design performance and innovation. …”
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Objects of Collaboration: Roles of Objects in Spanning Knowledge Boundaries in a Design Company by Brubaker, Eric R, Sheppard, Sheri D, Hinds, Pamela J, Yang, Maria C

“…<jats:title>Abstract</jats:title> <jats:p>Engineering designers often span knowledge boundaries when developing complex systems but doing so poses challenges because members of different knowledge groups must bridge their language, cognitions, and “thought worlds” to effectively broker, resituate, and make use of each other’s ideas. …”
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Flow distribution and mass removal in floating treatment wetlands arranged in series and spanning the channel width by Yamasaki, Taís N, Walker, Christopher, Janzen, Johannes G, Nepf, Heidi

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Effects of the layers of foundation soil on the seismic response of dikes by Leo, Sin Chyuan

“…This study will also include a sand dike model of 40m base depth, 10m span across at the top of the dike and a height of 5m. …”
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SARS-CoV-2 evolution during treatment of chronic infection by Kemp, SA, Collier, DA, Datir, RP, Ferreira, IATM, Gayed, S, Jahun, A, Hosmillo, M, Rees-Spear, C, Mlcochova, P, Lumb, IU, Roberts, DJ, Chandra, A, Temperton, N, Sharrocks, K, Blane, E, Modis, Y, Leigh, KE, Briggs, JAG, van Gils, MJ, Smith, KGC, Bradley, JR, Smith, C, Doffinger, R, Ceron-Gutierrez, L, Barcenas-Morales, G, Pollock, DD, Goldstein, RA, Smielewska, A, Skittrall, JP, Gouliouris, T, Goodfellow, IG, Gkrania-Klotsas, E, Illingworth, CJR, McCoy, LE, Gupta, RK

“…The spike protein of severe acute respiratory syndrome coronavirus 2 (SARS-CoV-2) is critical for virus infection through the engagement of the human ACE2 protein1 and is a major antibody target. …”

Effect of a circular tunnel in the foundation soil on the seismic response of dikes by Yeong, Siang Phong

“…For an in-depth analysis, other ground readings such as Peak Ground Velocity and Peak Ground Displacement are also compared. A dry sand dike of 12 m crest span, 60 m base width and 8 m height is selected as the model in this study. …”
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The Influence of Root Geometry on Soil Cohesion and Anchoring Ability through Geologic Time by Colicci, Vittorio

“…Simplified reconstructions were designed, 3D printed, and uprooted from a sand testbed to explore the effects of root geometry on anchoring ability. …”
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Effect of the shapes of foundation soil on the seismic response of dikes by Loo, Zhi Yung

“…A total of 130 PLAXIS models were created and tested. A sand-filled dike with an impermeable clay core of height 12 m, 80 m base width and 8 m span at the crest is adopted as the model in this study. …”
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DEWP: deep expansion learning for wind power forecasting by Fan, W, Fu, Y, Zheng, S, Bian, J, Zhou, Y, Xiong, H

“…To this end, we propose&nbsp;<em>DEWP</em>, a novel&nbsp;<em><span data-="">D</span>eep&nbsp;<span data-="">E</span>xpansion learning for&nbsp;<span data-="">W</span>ind&nbsp;<span data-="">P</span>ower forecasting</em>&nbsp;framework to carefully model the complicated dependencies with adequate expressiveness. …”

Three-dimensional scour at submarine pipelines by Wu, Yushi.

“…Stage II deals with the study of the mechanics of scouring at the span shoulder of the pipeline. Based on the observations and data from Stage I, the hydrodynamic force and differential pressure at the span shoulder are considered the two driving forces of pipeline-scour in the transverse direction of flow. …”
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Finite element analysis of a free-standing concrete sea-wall as alternative to traditional land reclamation by Harris, Raymond

“…Now with the increasing cost of sand fill materials due to scarcity, the conventional method of land reclamation is becoming less feasible. …”
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Vortical patterns behind a tapered cylinder oscillating transversely by Techet, A. H., Hover, F. S., Triantafyllou, M.S.

“…It is shown that within the lock-in region and above a threshold amplitude, no cells form and, instead, a single frequency of response dominates the entire span. Within certain frequency ranges a single mode dominates in the wake, consisting of shedding along the entire span of either two vortices per cycle (`2S' mode), or four vortices per cycle (`2P' mode); but within specific parametric ranges a hybrid mode is observed, consisting of a `2S' pattern along the part of the span with the larger diameter and a `2P' pattern along the part of the span with the smaller diameter. …”
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Sustainable structural design optimisation of steel truss by Wicaksana, Enrian

“…The span2/height shows strong linear relationship with the span length within the range 18 to 36m. …”
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Rethinking how development assistance for health can catalyse progress on primary health care by Kasper, T, Yamey, G, Dwyer, S, McDade, KK, Lidén, J, Lüdemann, C, Diab, MM, Ogbuoji, O, Poodla, P, Schrade, C, Thoumi, A, Zimmerman, A, Assefa, Y, Allen, LN, Basinga, P, Garcia, PJ, Jackson, D, Mwanyika, H, Nugent, R, Ofosu, A, Rawaf, S, Reddy, KS, Settle, D, Tritter, B, Benn, C

“…We estimate that with an additional international investment of between US<span>$</span>1.87 billion in a low-investment scenario and <span>$</span>3.85 billion in a high-investment scenario annually over the next 3 years, the international community could support the scale-up of this evidence-based package of investments in the 59 low-income and middle-income countries that are eligible for external financing from the World Bank Group's International Development Association.…”