Results 41 to 50 of about 3,646,492 (243)

MODELLING OF CRYOGENIC STRUCTURE UNDER SEISMIC LOADING [PDF]

open access: yesStatyba, 1995
Santrauka Nagrinėjamas kriogeninio įrenginio seisminės analizės uždavinys baigtinių elementų metodu. Kriogeninį įrenginį sudaro erdvinis rėmas su lakstinio plieno apvalkalu. Pateikiami du seisminio modeliavimo uždaviniai. Pirmajame uždavinyje pateikiamas toks seisminės analizės maternatinis modelis, kuris įvertina seisminį procesą laike.
Kačianauskas, R., Kutas, R.
openaire   +2 more sources

The direct boundary element method: 2D site effects assessment on laterally varying layered media (methodology) [PDF]

open access: yes, 2004
The Direct Boundary Element Method (DBEM) is presented to solve the elastodynamic field equations in 2D, and a complete comprehensive implementation is given. The DBEM is a useful approach to obtain reliable numerical estimates of site effects on seismic
Aki   +28 more
core   +2 more sources

Seismic qualification of directional valve [PDF]

open access: yes, 2001
Seismic qualification tests on pneumatically operated directional valve were carried out in the shake table facility in Structural Integrity Division. Determination of the fundamental frequency for directional valve was carried out through exploratory ...
Brahma, KK
core  

Analysis of Seepage Effects on Seabed Slope Stability Under Earthquake Loading

open access: yesJournal of Marine Science and Engineering
To find out the combined effect of seismic action, seepage, and sandy and argillaceous interlayers on the seabed slope stability, the safety factors of seabed slopes, which include sandy and argillaceous interlayers, under different hydraulic gradients ...
Xuesheng Qian   +5 more
doaj   +1 more source

MINIMIZING THE FAILURE RISK OF PILE BENT PIER UNDER SEISMIC LOAD USING GROUTING [PDF]

open access: yesJES: Journal of Engineering Sciences, 2020
The need for speed construction increases the use of pile bent piers. The pile bent piers not only reduces the construction time, but also, reduces the construction cost. They reduce the pile cab required frameworks time and cost.
Ezzeldin K. Mohemd, Emad Helal
doaj   +1 more source

Influence of vibrations on structures [PDF]

open access: yes, 2018
One type of occasional structural load is a seismic load. Earthquakes and blasts are typical sources of vibrations, but vibration generated during urban tunnel construction can represent a significant problem.
Kaláb, Zdeněk
core  

Rectangular tank under the seismic load [PDF]

open access: yesMATEC Web of Conferences, 2020
Tanks have been currently used for the storage of various substances, in particular as drinking water storage tanks and for storage of various technical fluids. Rectangular tanks have advantages over cylindrical tanks, such as: lower sensitivity to unilateral loads and better use of space when used in a system of tanks. The rectangular tank analyzed in
Jendželovský Norbert   +1 more
openaire   +2 more sources

Load combinations in performance-based designing of earthquake-resisting structures

open access: yesMATEC Web of Conferences, 2018
Load combinations for seismic and other loads are considered. To this aim the equiprobable sets of loads with the corresponding probabilities are analyzed. The combination of motor-car and seismic loads is considered in details.
Kuznetsova Inna   +2 more
doaj   +1 more source

Ground-Borne Vibration Due to Construction Works with Respect to Brownfield Areas

open access: yesApplied Sciences, 2019
Ground-borne vibration caused by mechanized construction works is the most common problem in built-up areas in general. In post-industrial cities, there are many building facilities in the category of brownfields.
Martin Stolarik   +2 more
doaj   +1 more source

Influence of plastic strain on fatigue damage assessment for seismic load (Proposal Ks factor as an alternative to Ke factor)

open access: yesNihon Kikai Gakkai ronbunshu, 2021
In the fatigue damage assessments in component design, the elastic-plastic strain range is estimated from the elastic strain by using the so-called Ke factor. The Ke factor corresponds to the ratio of the strain range obtained by elastic analysis to that
Masayuki KAMAYA
doaj   +1 more source

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