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Crustal structure of the French Guiana margin
Crustal structure of the French Guiana margin

A new ductile moment-resisting connection for precast concrete
A new ductile moment-resisting connection for precast concrete

... showed that precast connections can sustain large inelastic deformations under cyclic loads, if they are designed properly. Stone et al. [11] developed a new hybrid moment-resisting beamcolumn connection for precast frames in regions with high seismicity. Their proposed system utilised mild steel b ...
Dynamic Behavior of Tropical Soils from Medllin
Dynamic Behavior of Tropical Soils from Medllin

Printer-friendly Version - Solid Earth Discussions
Printer-friendly Version - Solid Earth Discussions

seismic strengthening provisions for unreinforced masonry bearing
seismic strengthening provisions for unreinforced masonry bearing

... The determination of f ′m requires that the unit correspond to a specification of the unit by an ASTM standard and classification of the mortar by type. A106.3.3.3 Location of tests. The shear tests shall be taken at locations representative of the mortar conditions throughout the entire building, t ...
here - Fachbereich Geowissenschaften der Eberhard Karls
here - Fachbereich Geowissenschaften der Eberhard Karls

... To create the cross sections, a combination of ArcMap and Matlab was used. In the first step, small regions, shown in Table 1 (in Appendix) as regions B and C, through which the profiles were constructed were transformed into UTM coordinates. This step was necessary so that all numbers, coordinates, ...
Moment Magnitude Estimates for Earthquakes in the Greek Region
Moment Magnitude Estimates for Earthquakes in the Greek Region

... databases. The new catalog compiled in this way is homogeneous with respect to Mw and includes 1966 earthquakes spanning a period from 1976 to 2014. Online Material: Earthquake catalog. ...
Earthquake triggering and large-scale geologic storage of
Earthquake triggering and large-scale geologic storage of

Historical tsunami in the Makran Subduction Zone off
Historical tsunami in the Makran Subduction Zone off

Constraints on the viscosity of the continental crust and mantle from
Constraints on the viscosity of the continental crust and mantle from

Preface 1996 NCEER AND 1998 NCEER/NSF WORKSHOPS ON
Preface 1996 NCEER AND 1998 NCEER/NSF WORKSHOPS ON

SEISMIC STRENGTHENING PROVISIONS FOR UNREINFORCED
SEISMIC STRENGTHENING PROVISIONS FOR UNREINFORCED

... and roof when used in the design. 5. The extent and type of parapet corrections that were previously performed, if any. 6. Repair details, if any, of cracked or damaged unreinforced masonry walls required to resist forces specified in this chapter. 7. All other plans, sections and details necessary ...
Teacher Resouces Booklet - CIOSS
Teacher Resouces Booklet - CIOSS

... water) is rapidly displaced • Can be caused by earthquakes, volcanic eruptions, landslides, underwater explosions, meteorite impacts and nuclear weapons testing • Has a small wave height offshore, but a very long wavelength • Tsunamis are often unnoticeable at sea, but can be devastating onshore – a ...
Upper mantle and lithospheric heterogeneities in central
Upper mantle and lithospheric heterogeneities in central

... analysed using Ps receiver functions to study the crustal and upper-mantle structure down to the mantle transition zone. Receiver functions provide valuable information on structural features, which are important for the resolution of European lithospheric dynamics. Moho depths vary from less than 2 ...
Anomalous stress diffusion in earthquake triggering: Correlation
Anomalous stress diffusion in earthquake triggering: Correlation

... potential triggering event as a function of distance for earthquakes of magnitude larger than or equal to 5.0 during 30 days of observation. After an initial decrease, the probability of having an event seems to increase at large distances because the surface area taken into account increases too. O ...
Characterization of Fault Zones
Characterization of Fault Zones

... Abstract — There are currently three major competing views on the essential geometrical, mechanical, and mathematical nature of faults. The standard view is that faults are (possibly segmented and heterogeneous) Euclidean zones in a continuum solid. The continuum-Euclidean view is supported by seism ...
Seismic characteristics and distribution of volcanic
Seismic characteristics and distribution of volcanic

... An example of a sill complex interpreted by this method is shown in Figure 3. Note that only sill reflections interpreted with a high reliability are used in this study and the mapping, thus, provides a conservative estimate of the sill distribution. All picked sill horizons were merged and the shal ...
Using the AS-1 Seismograph and AmaSeis
Using the AS-1 Seismograph and AmaSeis

... monitoring earthquakes with the AS-1 seismograph demonstrates that even in the relatively low seismicity Midwest or eastern North America, frequent (mostly teleseismic) earthquakes are recorded at relatively quiet sites. Visible earthquake seismograms are present every few days and an event that pro ...
On the shaping factors of the secondary microseismic wavefield
On the shaping factors of the secondary microseismic wavefield

... source, which has to be considered at the surface of the ocean and not below the seafloor (see Appendix B for a comparison between the modeling in both cases). Recent studies based on the cross-correlation analysis of ocean bottom records have shown several features of the seismic wavefield recorded a ...
Shear zones in the Proterozoic lithosphere of the
Shear zones in the Proterozoic lithosphere of the

... (High coherence implies low uncertainty.) These uncertainties can be used to weight RF-estimates from different earthquakes when estimating a composite, or ‘stacked’, RF in the frequency domain. There is no formal uncertainty estimate for the time-domain multitaper RF, but an informal assessment can ...
Spatiotemporal relationships between earthquakes of the Mid
Spatiotemporal relationships between earthquakes of the Mid

... earthquakes on Trinidad and Tobago was tested on other areas of the MAR and ACM. It was found that that the temporal delay observed by Latchman does not exist for the seismicity along other areas along the MAR and ACM. Within the time window used for this study, it appears that seismicity is occurri ...
Short-Term Earthquake Hazard Assessment for
Short-Term Earthquake Hazard Assessment for

Earthquake swarm and b-value characterization of the Yellowstone
Earthquake swarm and b-value characterization of the Yellowstone

Compressional to shear wave conversion in oceanic crust
Compressional to shear wave conversion in oceanic crust

Guidelines for Professional Structural Engineering
Guidelines for Professional Structural Engineering

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Earthquake engineering



Earthquake engineering or Seismic engineering is a branch of engineering that searches for ways to make structures, such as buildings and bridges, resistant to earthquake damage. Earthquake engineer, better known as a seismic engineer aim to develop building techniques that will prevent any damage in a minor quake and avoid serious damage or collapse in a major shake. It is the scientific field concerned with protecting society, the natural environment, and the man-made environment from earthquakes by limiting the seismic risk to socio-economically acceptable levels. Traditionally, it has been narrowly defined as the study of the behavior of structures and geo-structures subject to seismic loading; it is considered as a subset of both structural and geotechnical engineering. However, the tremendous costs experienced in recent earthquakes have led to an expansion of its scope to encompass disciplines from the wider field of civil engineering, mechanical engineering and from the social sciences, especially sociology, political science, economics and finance. The main objectives of earthquake engineering are: Foresee the potential consequences of strong earthquakes on urban areas and civil infrastructure. Design, construct and maintain structures to perform at earthquake exposure up to the expectations and in compliance with building codes.A properly engineered structure does not necessarily have to be extremely strong or expensive. It has to be properly designed to withstand the seismic effects while sustaining an acceptable level of damage.
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