Titlebook: Earthquake Engineering and Structural Dynamics in Memory of Ragnar Sigbj?rnsson; Selected Topics Rajesh Rupakhety,Símon ólafsson Book 2018

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Synergies and Conflicts Between Seismic Design and Design for Other Extreme Actionste of failures. In view of the uncertainty about such events, structures should be designed to be resilient to their foreseeable consequences. The paper presents an overview and sample results of an investigation of critical components, subassemblies thereof and whole concrete structures under simul

Engaged

A Simplified Approach for Site-Specific Design Spectrumin earthquake source and path effects may be considered using a large number of acceleration records compatible with the earthquake hazard. An important step is the selection and scaling of input acceleration records. Likewise, a large number of soil profiles need to be considered to account for the

gustation

Facilities

Challenges in Modelling the Seismic Response of RC Wallsod. To improve the knowledge about RC walls, adequate numerical models are needed. A robust macro MVLEM-FD-SFI element has been developed at the University of Ljubljana. It can be efficiently used to model very complex axial-flexural-shear interactions which are typical of the seismic response of ma

Glycogen

Critical Response of Elastic-Plastic Structures to Near-Fault Ground Motions and Its Application to triple impulse with the equivalent magnitude. This is based on the fact that the main part of most near-fault ground motions consists of a few-cycle, nearly sinusoidal waves, transformable into a double impulse or a triple impulse, and such waves govern the maximum response. It is shown that, when a

Germinate

Disk199

雜色

Surface Strain Rate Tensor Field for Iceland Based on a GPS Network movements within the tectonic system of Iceland. The surface strain rates presented are derived using GPS measurements at the base stations of the National Land Survey of Iceland reference network. The GPS observations are discussed, and the derived average velocity field for an 11-year period, fro

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Determination of Parameters for Stochastic Strong Motion Models Representing Earthquakes in the Soutotion network established (from 1986 to 2008). The model is found to provide a good fit to the ground motion records. Parameters were estimated for the earthquakes of 17th June 2000 .. 6.5, 21st June 2000 .. 6.4, 29 May 2008 .. 6.3 and 25 May 1987 .. 5.8. Great variability in parameters was observed

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