Results 21 to 30 of about 17,083 (261)

Analysis of geometrically non-linear elastic-plastic framed structures/Tampriai plastinų geometriškai netiesinių strypinių konstrukcijų analizė

open access: yesJournal of Civil Engineering and Management, 1998
A stress-strain field (SSF) evaluation of elastic-plastic structures under the action of a completely specified external loading that doesn't exceed its limiting value, but produces plastic deformation, is under consideration.
Romualdas Karkauskas
doaj   +1 more source

Enhancing Friction Pendulum Isolation Systems Using Passive and Semi-Active Dampers

open access: yesApplied Sciences, 2020
Friction pendulum systems (FPSs) are a common solution for isolating civil engineering structures under ground movements. The result is a base-isolated structure in which the base exhibits low shear stiffness in such a way that the input energy of the ...
Christian A. Barrera-Vargas   +3 more
doaj   +1 more source

Evaluation of Tidal Effect in Long-Strip DInSAR Measurements Based on GPS Network and Tidal Models

open access: yesRemote Sensing, 2022
A long-strip differential interferometric synthetic aperture radar (DInSAR) measurement based on multi-frame image mosaicking is currently the realizable approach to measure large-scale ground deformation.
Wei Peng   +4 more
doaj   +1 more source

On the calculation of atomic displacements using damage energy

open access: yesResults in Physics, 2020
The present work investigates the discrepancy between the numbers of atomic displacements from the direct computation and the damage energy-based calculation in Full Cascade (FC) simulation of SRIM-like codes.
Shengli Chen, David Bernard
doaj   +1 more source

Oscillations and residual displacements of buildings of varying heights and widths, constructed on elastic-plastic base

open access: yesMATEC Web of Conferences, 2016
Modern regulations in the field of design and construction of buildings in seismically dangerous areas provide for stability calculation of bases, foundations and underground structures, i.e. calculations for the first group of limited states.
Ter-Martirosyan Zaven   +3 more
doaj   +1 more source

Seismic Study of Skew Bridge Supported on Laminated-Rubber Bearings

open access: yesAdvances in Civil Engineering, 2020
Skew bridges consisting of simply supported girders, continuous decks, and laminated-rubber bearings are widely used in western China; however, they are highly vulnerable to strong earthquakes.
Xueshan Liu   +3 more
doaj   +1 more source

Normalized Residual Displacements for Single-Degree-of-Freedom Systems Subjected to Mainshock–Aftershock Sequences

open access: yesApplied Sciences
Post-earthquake structural rehabilitation faces critical challenges from aftershock-induced cumulative damage, particularly through residual displacement accumulation that compromises structural realignment feasibility. While residual displacements serve
Zhibin Feng   +3 more
doaj   +1 more source

Non-Contact Assessment of Swallowing Dysfunction Using Smartphone Captured Skin Displacements

open access: yesSensors, 2023
Early and accurate dysphagia diagnosis is essential for reducing the risk of associated co-morbidities and mortalities. Barriers to current evaluation methods may alter the effectiveness of identifying at-risk patients.
Nikyta Chesney   +3 more
doaj   +1 more source

Thickness of residual wetting film in liquid-liquid displacement

open access: yesPhysical Review E, 2011
Core-annular flow is common in nature, representing, for example, how streams of oil, surrounded by water, move in petroleum reservoirs. Oil, typically a nonwetting fluid, tends to occupy the middle (core) part of a channel, while water forms a surrounding wall-wetting film. What is the thickness of the wetting film?
Beresnev, Igor   +2 more
openaire   +4 more sources

Shakedown loading optimization under constrained residual displacements—formulation and solution for circular plates

open access: yesJournal of Civil Engineering and Management, 2002
The adapted plate load optimization problem is formulated applying the non-linear mathematical programming methods. The load variation bounds satisfying the optimality criterion in concert with the strength and stiffness requirements are to be identified.
Ela Jarmolajeva, Juozas Atkočiūnas
doaj   +1 more source

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