A seismic hazard is the probability that an earthquake will occur in a given geographic area, within a given window of time, and with ground motion intensity exceeding a given threshold. With a hazard thus estimated, risk can be assessed and included in such areas as building codes for standard buildings, designing larger buildings and infrastructure projects, land use planning and determining insurance rates. The seismic hazard studies also may generate two standard measures of anticipated ground motion, both confusingly abbreviated MCE; the simpler probabilistic Maximum Considered Earthquake (or Event ), used in standard building codes, and the more detailed and deterministic Maximum Credible Earthquake incorporated in the design of larger buildings and civil infrastructure like dams or bridges. It is important to clarify which MCE is being discussed.
Calculations for determining seismic hazard were first formulated by C. Allin Cornell in 1968 and, depending on their level of importance and use, can be quite complex.
The regional geology and seismology setting is first examined for sources and patterns of earthquake occurrence, both in depth and at the surface from seismometer records; secondly, the impacts from these sources are assessed relative to local geologic rock and soil types, slope angle and groundwater conditions. Zones of similar potential earthquake shaking are thus determined and drawn on maps. The well known San Andreas Fault is illustrated as a long narrow elliptical zone of greater potential motion, like many areas along continental margins associated with the Pacific ring of fire. Zones of higher seismicity in the continental interior may be the site for intraplate earthquakes) and tend to be drawn as broad areas, based on historic records, like the 1812 New Madrid earthquake, since specific causative faults are generally not identified as earthquake sources.
Each zone is given properties associated with source potential: how many earthquakes per year, the maximum size of earthquakes (maximum magnitude), etc.
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This course deals with the main aspects of seismic design and assessment of buildings including conceptual design. It covers different structural design and evaluation philosophies for new and existin
Quantitative decision making based on life-cycle considerations that incorporate direct losses, seismic risk assessment, and collapse. Seismic hazard analysis, response simulation, damage and loss est
This course presents the classical and new approaches required to study the source mechanisms of earthquakes, combining theory and observations in a unified methodology, with a key focus on the mechan
thumb| La Tokyo Skytree, la deuxième plus grande tour au monde (derrière le Burj Khalifa) qui, du haut de ses , a parfaitement résisté au séisme de 2011 de magnitude 9, démontrant l'efficacité des constructions parasismiques japonaises. La construction parasismique ou construction antisismique est la réalisation de bâtiments et infrastructures résistant aux séismes. Elle implique l'étude du comportement des bâtiments et structures sujets à un chargement dynamique de type sismique.
thumb|Dessin par Galitzine (1914) d'un sismographe Wiechert marquant l'introduction de l'amortissement du mouvement en sismométrie. Un sismographe est un instrument de mesure équipé d'un capteur des mouvements du sol, le sismomètre, capable de les enregistrer sur un support visuel, le sismogramme. Pour obtenir le mouvement tridimensionnel de l'onde sismique, il est nécessaire d'enregistrer trois directions différentes formant un trièdre (en général, une direction verticale, et deux directions horizontales perpendiculaires).
vignette|Sismogramme d'un tremblement de terre en fractions d'accélération de la gravité. L'accélération maximale du sol (en anglais : Peak Ground Acceleration ou PGA) est un paramètre caractérisant le mouvement de sols soumis à des ondes sismiques ; il est lié à la vitesse du sol se déplaçant lors d'un séisme. Ce paramètre dépend de l'intensité de la secousse, mais aussi de la nature géologique du sous-sol. Pour les petits séismes (magnitude < 3), c’est surtout l’accélération qui est ressentie par la population et rarement les mouvements verticaux (Wu et al.
Examine les effets des tremblements de terre, les risques sismiques, les dommages causés aux bâtiments et les principes de conception sismique, en soulignant l'importance de la capacité de déformation dans les structures.
Explore la vulnérabilité sismique et le comportement des bâtiments en maçonnerie non renforcés, en couvrant les modes de défaillance, les caractéristiques structurelles et le comportement dans le plan.
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