Results 81 to 90 of about 6,657,880 (307)
Teknika, 2020 Fenomena likuifaksi sering terjadi setelah kejadian gempa di beberapa tempat. Likuifaksi pada tanah dapat menyebabkan kerusakan yang parah bagi bangunan yang berada di atasnya, sehingga kerugian yang ditimbulkan sangat besar.
Enden Mina +2 more
doaj +1 more source
Leucine‐rich glioma inactivated 1 (LGI1) is a ganglioside‐binding protein
FEBS Letters, EarlyView.Neuronal hyperexcitability associated with a decrease/absence of the extracellular protein LGI1 has been suggested to be primarily due to the downregulation of Kv1 channel expression. The molecular mechanisms underlying this decrease have not yet been elucidated.
Kévin Debreux +7 more
wiley +1 more source
Multiple Fully Stressed Structural Designs and the Stress Ratio Method
Computer-Aided Civil and Infrastructure Engineering, 1995 Some structures are capable of being proportioned in several different ways such that each one is a fully stressed design. This paper investigates the nature of these multiple fully stressed designs, the relationships that exist between them, and the behavior of the stress ratio method when applied to the sizing of such structures.
Scott A. Burns +2 more
openaire +1 more source
A context‐dependent modulatory role for eIF6 in acquired resistance to vemurafenib in melanoma
FEBS Letters, EarlyView.Acquired resistance to vemurafenib upregulates the translation factor eIF6 in melanoma cells. Silencing eIF6 in resistant cells reduces proliferation and partially restores drug sensitivity, whereas its overexpression increases sensitivity across melanoma lines regardless of BRAF status, via modulation of mTOR, S6K, and MAPK signaling.
George Kyriakopoulos +9 more
wiley +1 more source
Modelling the yield stress and the Poisson’s ratio of glassy polymers
e-Polymers, 2009 Abstract We have recently reported that the volumetric as well as the viscoelastic intricacies of mechanically stimulated glasses can be predicted by coupling the structural relaxation kinetics and viscoelastic response [1, 2, 3]. Here, it will be shown that our approach can be extended to predict the stressstrain ...
D'AMORE, Alberto +2 more
openaire +4 more sources
Smaller is better: nanobodies meet NMR
FEBS Letters, EarlyView.Nanobodies are single‐domain antigen‐binding fragments derived from camelid heavy chain antibodies. Their small size, high stability, and exceptional specificity make nanobodies uniquely useful probes for NMR studies of protein dynamics, transient conformational states, and protein–protein interactions.
Oleg Y. Dmitriev
wiley +1 more source
Study on Crack Propagation of Steel for Coiled Tubing Based on Extended Finite Element Method
Shiyou jixie, 2019 Fatigue crack propagation is the main cause of coiled tubing failure. To address the cumbersome testing study work of the crack propagation process of steel for coiled tubing, the extended finite element method (XFEM) was introduced for analysis.
Shi Jiangang +5 more
doaj
Fatigue Fracture Behaviors of Transparent Polycarbonate Materials
Cailiao gongcheng, 2017 The effect of the different stress ratios (R) and annealing treatment on the fatigue properties of the transparent polycarbonate (PC) sheet and the mechanism behind were studied, the fatigue crack propagation (FCP) process and mechanism were analyzed ...
ZHANG Xiao-wen +4 more
doaj +1 more source
Membrane composition and thermodynamic identity as boundaries of life for synthetic cell research
FEBS Letters, EarlyView.What makes a cell a cell? The boundary of a living cell is not just a wall. Read as a Markov blanket, the membrane separates internal from external states, generating identity and non‐equilibrium order. Can this identity be rebuilt from scratch in a synthetic cell?
Caterina Presutti, Bert Poolman
wiley +1 more source
The Ratio of Working Stress to Allowable Stress of Structural Members of Wooden Houses II.
Mokuzai Gakkaishi, 2008 耐積雪等級が一般地域に建設された3棟の木造住宅の梁に生じる各種応力および最大たわみを算出し，許容応力度およびたわみ制限に対する負担率をそれぞれ求め，各梁において最大負担率を示す各応力・変形条件および荷重継続期間を調べた。その結果，以下の結論を得た。1）最大負担率が80％を越す例外的な梁もいくつか見られたが，平均すると約7割の梁は負担率が20％以下であり，強度的な余裕は充分にあった。2）小屋梁の多くでは「最大たわみ」によって最大負担率が決定する傾向があった。これは，小屋梁に断面の小さい梁を用いることが居住性に悪影響をもたらす訳ではないため，設計者が経済的な有利さを考慮してそれらを選択したと推察される。3）梁のスパン中間に上階の耐力壁が下階の柱無しに載ることにより，強度的に余裕が乏しい梁も存在しうる ...
Hideki Aoi +3 more
openaire +3 more sources