Results 21 to 30 of about 2,393 (94)
Ground-Borne Vibration Due to Construction Works with Respect to Brownfield Areas
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
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Analysis of Seepage Effects on Seabed Slope Stability Under Earthquake Loading
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
Load combinations in performance-based designing of earthquake-resisting structures
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
Fiber-reinforced concrete (FRC) has a great advantage in earthquake-resistant structures, as compared with regular concrete. However, there are many difficulties in the construction and maintenance of concrete structures due to the high density and easy ...
Yuexiu Wu +3 more
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Nonlinear Time History Analysis for Seismic Effects on Reinforced Concrete Building
A typical Reinforced Concrete (RC) building frame comprising of RC columns and connecting beams that participates in resisting the earthquake forces.
A. Hasan +3 more
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Earthquakes occur frequently in China’s southeast coastal areas. Therefore, in this region, offshore wind turbine (OWT) structures are highly likely to be simultaneously affected by wind, waves and earthquakes. Firstly, based on the wave theory and Snell’
Zhibo Chen +4 more
doaj +1 more source
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
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CALCULATION OF SEISMICALLY LOADED EARTH RETAINING STRUCTURES
Eurocode 1998-5 for the design of earth retaining structures in seismic conditions describes calculations using the Mononobe-Okabe method. This simplified quasi-static procedure is to some extent very conservative. The article describes the limits of this method and brings out the comparison using theoretical numerical examples with other approaches ...
Jan Pruška, Veronika Pavelcová
openaire +3 more sources
This study investigates the stability of high-rise wind turbine tower foundations in collapsible loess regions through finite element analysis. The mechanisms by which wind load, extreme rainfall load, and seismic load interact during the dynamic ...
Kangkai Fan +5 more
doaj +1 more source
Confined length of reinforced concrete columns at various axial load levels
The seismic performance of reinforced concrete columns subjected to various levels of axial load is assessed in the paper. An equation relating the confined region to the applied axial load is proposed and compared to the Algerian seismic code RPA99 ...
Mounir Ait Belkacem +3 more
doaj +2 more sources

