Results 61 to 70 of about 3,646,492 (243)

Analysis of Pile–Soil Interaction Mechanisms for Wind Turbine Tower Foundations in Collapsible Loess Under Multi-Hazard Coupled Loading

open access: yesBuildings
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

Fluid - Structure - Soil Interaction of Cylindrical Liquid Storage Tank Subjected to Horizontal Earthquake Loading [PDF]

open access: yes, 2019
Shallow founded tanks are strategic structures used to store a variety of kind of liquids. The fluid develops hydrodynamic effect on solid domain of container during an earthquake. This paper provides the theoretical background for numerical model on
Harabinová, Slávka   +4 more
core   +1 more source

Stability Analysis Approach to Block Toppling in Rock Slopes Under Seismic Loads

open access: yesApplied Sciences
Rock slope toppling failure is a typical type of slope disaster. It is crucial for engineering practice to quickly and accurately evaluate the toppling stability of rock slopes under seismic loads.
Kai Fan, Caihua Liu, Chaoyi Sun
doaj   +1 more source

Sub-Rectangular Tunnel Behavior under Seismic Loading

open access: yesApplied Sciences, 2021
Circular and rectangular tunnel shapes are usually chosen when excavating at shallow depths in urban areas. However, special-shaped tunnels such as sub-rectangular tunnels have recently been used to overcome some drawbacks of circular and rectangular ...
Van Vi Pham, Ngoc Anh Do, Daniel Dias
doaj   +1 more source

Experimental assessment and retrofit of full-scale models of existing RC frames [PDF]

open access: yes, 2002
PSD tests on two full-scale models of existing non-seismic resisting RC frame structures are described. The testing program covered several aspects, namely assessment of seismic performance of existing frames without and with infill panels ...
Molina, J., Pinto, A. V., Varum, H.
core   +1 more source

Seismic Response of a Platform-Frame System with Steel Columns [PDF]

open access: yes, 2017
Timber platform-frame shear walls are characterized by high ductility and diffuse energy dissipation but limited in-plane shear resistance. A novel lightweight constructive system composed of steel columns braced with oriented strand board (OSB) panels ...
De Stefani, Lorenzo   +4 more
core   +2 more sources

Municipal expected annual loss as an indicator to develop seismic risk maps in Italy [PDF]

open access: yes, 2019
This work presents a risk-targeted indicator called Municipal Expected Annual Loss (MEAL) for a quantitative estimation of the seismic risk at territorial level.
Faleschini, Flora   +4 more
core   +1 more source

Wind Turbine Seismic Load Analysis Based on Numerical Calculation

open access: yes, 2014
Large-scale wind turbines have come into common use in Europe. Because violent earthquakes are relatively rare there, insufficient consideration has been given to the seismic impact on the wind turbine specifications; however, at present, there are many ...
Xin Jin, H. Liu, Wenbin Ju
semanticscholar   +1 more source

Nonlinear seismic analysis of a reactor structure impact between core components [PDF]

open access: yes, 1975
The seismic analysis of the FFTF-PIOTA (Fast Flux Test Facility-Postirradiation Open Test Assembly), subjected to a horizontal DBE (Design Base Earthquake) is presented. The PIOTA is the first in a set of open test assemblies to be designed for the FFTF.
Hill, R. G.
core   +1 more source

Studi Perbandingan Pembebanan Gempa Statik Ekuivalen dan Dinamik Time History pada Gedung Bertingkat di Yogyakarta

open access: yesSemesta Teknika, 2016
Time history dynamic analysis is the most accurate method in seismic load calculation, but it is quite complicated and time consuming. For practical need in the field, it used the equivalent static analysis that is the simplified dynamic analysis.
Restu Faizah
doaj  

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