Results 61 to 70 of about 285,872 (230)

Geomechanical Substantiation of the Technology of Constructing Modular Pile Foundations of Technological Platforms in Permafrost Rocks

open access: yesGeotechnics
Existing pile foundations in the Arctic face significant limitations regarding bearing capacity, environmental impact, and dismantling capabilities.
Vladimir Leonidovich Trushko   +3 more
doaj   +1 more source

Modeling of seismic load and assessment of its impact on the building frame and foundations of deep laying of bridge supports [PDF]

open access: yesE3S Web of Conferences
The article presents a methodology for assessing the stability of construction objects to seismic impacts of the probabilistic approach, which can be used as the basis for the implementation of algorithms for automating the corresponding calculations ...
Zolina Tatiana, Kupchikova Natalia
doaj   +1 more source

Combinatorics of patience sorting piles [PDF]

open access: yes, 2005
Despite having been introduced in 1962 by C.L. Mallows, the combinatorial algorithm Patience Sorting is only now beginning to receive significant attention due to such recent deep results as the Baik-Deift-Johansson Theorem that connect it to fields ...
Burstein, Alexander, Lankham, Isaiah
core   +3 more sources

In situ molecular organization and heterogeneity of the Legionella Dot/Icm T4SS

open access: yesFEBS Letters, EarlyView.
We present a nearly complete in situ model of the Legionella Dot/Icm type IV secretion system, revealing its central secretion channel and identifying new components. Using cryo‐electron tomography with AI‐based modeling, our work highlights the structure, variability, and mechanism of this complex nanomachine, advancing understanding of bacterial ...
Przemysław Dutka   +11 more
wiley   +1 more source

Special foundation of new buildings in Nové Sady Street in Brno

open access: yesActa Polytechnica CTU Proceedings
The construction of the TITANIUM building was started in 2008 near the main railway station in Brno, along the left side of Nové Sady Street. This was followed by the southern extension and expansion of the IN SADY building, then the northward extension
Petr Svoboda
doaj   +1 more source

Sequence determinants of RNA G‐quadruplex unfolding by Arg‐rich regions

open access: yesFEBS Letters, EarlyView.
We show that Arg‐rich peptides selectively unfold RNA G‐quadruplexes, but not RNA stem‐loops or DNA/RNA duplexes. This length‐dependent activity is inhibited by acidic residues and is conserved among SR and SR‐related proteins (SRSF1, SRSF3, SRSF9, U1‐70K, and U2AF1).
Naiduwadura Ivon Upekala De Silva   +10 more
wiley   +1 more source

Discrete model of the pile foundation

open access: yesИнженерно-строительный журнал, 2015
The solid pile foundation is modeled by elastic vertical bars distributed over the area of the base in a uniform grid. It was assumed that the body of the structure is rigid, its weight is offset from the geometric center.
M.N. Kirsanov
doaj   +1 more source

Anomalous Transport in Conical Granular Piles

open access: yes, 2002
Experiments on 2+1-dimensional piles of elongated particles are performed. Comparison with previous experiments in 1+1 dimensions shows that the addition of one extra dimension to the dynamics changes completely the avalanche properties, appearing a ...
A. Corral   +26 more
core   +1 more source

Cell wall target fragment discovery using a low‐cost, minimal fragment library

open access: yesFEBS Letters, EarlyView.
LoCoFrag100 is a fragment library made up of 100 different compounds. Similarity between the fragments is minimized and 10 different fragments are mixed into a single cocktail, which is soaked to protein crystals. These crystals are analysed by X‐ray crystallography, revealing the binding modes of the bound fragment ligands.
Kaizhou Yan   +5 more
wiley   +1 more source

Probabilistic Analysis of the Durability of Piles with Microcracks Under Chloride Attack

open access: yesInternational Journal of Concrete Structures and Materials, 2021
A probabilistic analysis approach for estimating the durability of piles with microcracks under chloride attack is presented. The chloride ingress model is obtained by considering the time-dependent diffusion process. The equivalent diffusion coefficient
Wei Shao, Danda Shi
doaj   +1 more source

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