Titlebook: Directions in Strong Motion Instrumentation; Proceedings of the N Polat Gülkan,John G. Anderson Conference proceedings 2005 Springer Scienc

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https://doi.org/10.1007/978-1-349-07461-7er favorable conditions it may be possible to recover the residual displacements near earthquakes, particularly if both the rotational and translational components of motion are recorded (currently only the translational components are recorded). In practice, however, digital recordings are commonly

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Piers Gray,Colin MacCabe,Victoria Rothschildd directivity. There is evidence that ground shaking near a fault rupture is characterized by a small number of pulses with high input energy. Pulse response characteristics are utilized to describe behavior attributes of structures subjected to near-fault ground motions. The ultimate objective is t

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Introduction: Reconstructing the Pastined from field data and their dynamic responses are calculated by response history analysis. Lateral stiffness, strength and deformation capacities of the sample buildings are determined by pushover analyses. Uncertainties in lateral stiffness, strength and damage limit states are expressed by usin

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https://doi.org/10.1007/978-1-349-27680-6of soft-soil deposits to strong earthquake ground motions. The borehole arrays extend through thick layers of soft water-saturated soils of Holocene age and older more consolidated soils of Pleistocene age into bedrock at depths up to 90 m. The surface installations are configured in pairs to provid

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Hans Schafranek,Natalia Musienko of about 400 km., has been originally planned for disaster management of the city. Based on the array which can report the ground motion intensity data immediately after an event, the real-time seismic hazard and risk assessment system is developed for emergency response. The data from the array ar

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