Results 41 to 50 of about 134,066 (201)

Components interaction in timber framed masonry structures subjected to lateral forces [PDF]

open access: yesConstructii: Journal of Civil Engineering Research, 2012
Structures with timber framed masonry represent a special typology that is frequently found in Europe and other countries of the world. They are traditional buildings, non-engineered, which showed an unexpected redundancy during earthquakes where ...
Andreea DUTU   +3 more
doaj  

Analysis of changes in post-seismic landslide distribution and its effect on building reconstruction [PDF]

open access: yesNatural Hazards and Earth System Sciences, 2015
Six years after the devastating Ms 8.0 Wenchuan earthquake, new landslides, debris flows, and flash floods still occur frequently in the earthquake-stricken regions.
W. T. Yang   +5 more
doaj   +1 more source

Lineament analysis as a seismic precursor: The El Mayor Cucapah earthquake of April 4, 2010 (MW7.2), Baja California, Mexico

open access: yesGeodesy and Geodynamics, 2023
An earthquake called the MW7.2 “El Mayor Cucapah” earthquake on April 4, 2010 has been analyzed for seismic precursor. The changes in the lineament system concerning its pattern and time intervals were analyzed during the earthquake preparation period ...
Rosendo Romero-Andrade   +4 more
doaj   +1 more source

Earthquakes: from chemical alteration to mechanical rupture

open access: yes, 1998
In the standard rebound theory of earthquakes, elastic deformation energy is progressively stored in the crust until a threshold is reached at which it is suddenly released in an earthquake.
Abercrombie   +276 more
core   +1 more source

Interaction of piled foundation with a rupturing normal fault [PDF]

open access: yes, 2013
Post-seismic observations in the 1999 Kocaeli earthquake in Turkey have indicated that piled foundations may be less suitable than stiff mat foundations in defending a structure against a major normal fault rupturing underneath.
A. TSATSIS   +13 more
core   +3 more sources

Application of Soil Structure Interaction on Building with Basement using Nonlinear Soil Springs

open access: yesCivil Engineering Dimension, 2023
In a typical building design, the interaction between building and surrounding soils is often ignored. Since soil is deformable and has limited capacity to resist loads, this interaction, called soil-structure interaction (SSI), could alter building ...
Anastasia Jesica   +2 more
doaj   +1 more source

Structure-Ground Interaction in Earthquakes

open access: yesJournal of the Engineering Mechanics Division, 1971
A method of analysis is presented for determining elastic structure-ground interaction effects of single-story structures under earthquake loads. The method derives an equivalent SDF model for the relative story displacement, incorporating the effects of horizontal and rotational base flexibility in a structure.
openaire   +3 more sources

Reawakening of large earthquakes in south central Chile: The 2016 Mw 7.6 Chiloé event

open access: yesGeophysical Research Letters, 2017
On 25 December 2016, the Mw 7.6 Chiloé earthquake broke a plate boundary asperity in south central Chile near the center of the rupture zone of the Mw 9.5 Valdivia earthquake of 1960. To gain insight on decadal‐scale deformation trends and their relation
S. Ruiz   +7 more
doaj   +1 more source

Dynamic Response Analysis of Coastal Piled Bridge Pier Subjected to Current, Wave and Earthquake Actions with Different Structure Orientations

open access: yesInternational Journal of Concrete Structures and Materials, 2023
The goal of the experiment described in this paper was to examine the effects of structure orientation (0°–90°) and fluid–structure interaction (FSI) under combined water loads, represented by water current and waves, and earthquake actions, on the ...
Riyadh Alsultani   +2 more
doaj   +1 more source

An earthquake response spectrum method for linear light secondary substructures [PDF]

open access: yes, 2007
YesEarthquake response spectrum is the most popular tool in the seismic analysis and design of structures. In the case of combined primary-secondary (P-S) systems, the response of the supporting P substructure is generally evaluated without considering
Muscolino, G., Palmeri, Alessandro
core  

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