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PROBABILISTIC MODELING OF EARTHQUAKE HAZARD IN STABLE CONTINENTAL SHIELD OF THE INDIAN PENINSULA (2006)
<p>This paper presents the probabilistic assessment of seismic hazard associated with the stable continental shield of peninsular India (10&deg;N-26&deg;N; 68&deg;E-90&deg;E) in terms of peak ground accelerations for different levels of ground shaking. The ...
Reference: ISET Journal of Earthquake Technology, Paper No. 470, Vol. 43, No. 3, September 2006, pp. 49-64
RAPID DETERMINATION OF EARTHQUAKE MAGNITUDE USING GPS FOR TSUNAMI WARNING SYSTEMS (2006)
In this paper is shown that the earthquake's true size and tsunami potential can be determined using GlobalPositioning System (GPS) data up to only 15 min after earthquake initiation, by tracking the mean displacement of the Earth's surface associated with ...
Reference: GEOPHYSICAL RESEARCH LETTERS, VOL. 33, L11309, 2006
USE OF REMOTE SENSING AND SEISMOTECTONIC PARAMETERS FOR SEISMIC HAZARD ANALYSIS OF BANGALORE (2006)
<p>Deterministic Seismic Hazard Analysis (DSHA) for the Bangalore, India has been carried out by considering the past earthquakes, assumed subsurface fault ruptur lengths and point source synthetic ground motion model. The sources have been identified using ...
Reference: Nat. Hazards Earth Syst. Sci., 6, 927–939, 2006
SCENARIO EARTHQUAKES FOR KOREAN NUCLEAR POWER PLANT SITE CONSIDERING ACTIVE FAULTS (2003)
Scenario earthquakes have been used for the design and safety assessment of nuclear power plant structures and equipments. Scenario earthquakes can be obtained from the deaggregation of Probabilistic Seismic Hazard Analysis (PSHA) results. In this study, ...
Reference: Transactions of the 17 th International Conference on Structural Mechanics in Reactor Technology (SMiRT 17) Prague, Czech Republic, August 17 –22, 2003
SEISMIC SAFETY ANALYSIS OF A HIGH ROCK-FILL DAM SUBJECTED TO SEVERE EARTHQUAKE MOTION (2000)
The seismic safety of 260 m high rock-fill dam in narrow and curved valley, located in seismically active area subjected to Maximum Credeble Earthquake (MCE) with Peak Ground Acceleration (PGA) 0.5g has been investigated. A sequential nonlinear static and ...
Reference:
STATE OF THE PRACTICE OF SEIZMIC HAZARD EVALUATION (2000)
The main use of seismic hazard analyses is to develop rock outcrop or stiff soil ground motions for use in design. the quantitative descriptions of the ground motions can be in terms of seimple scalar values (e.g. peak acceleration, peak velocity, peak displacement, ...
Reference: GeoEng2000, Melbourne, Australia