Sicherheitsreserven und Konservativitäten in der normgerechten Erdbebenauslegung von Stahlbetonbauwerken
Author(s): |
Hamid Sadegh-Azar
Hans-Georg Hartmann Pierre Wörndle |
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Medium: | journal article |
Language(s): | German |
Published in: | Beton- und Stahlbetonbau, June 2012, n. 6, v. 107 |
Page(s): | 379-393 |
DOI: | 10.1002/best.201200012 |
Abstract: |
Safety margins and conservatisms in the seismic design of reinforced concrete buildingsThe seismic design of buildings in Germany and in most other countries of the world is a deterministic approach using a single code specified design earthquake. The design objective is generally to prevent loss of life by structural collapse. The question is, what will happen in case of a probable earthquake exceeding the design earthquake or in case of possible aftershocks. The past shows, that in most cases the evolution and update of seismic codes is associated with higher earthquakes to be used for design. Now, is there an imminent danger for the existing buildings designed according to a previous code? The objective of this paper is to identify and quantify some of the safety margins inherent in the seismic design of reinforced concrete buildings. In particular, the influences of earthquake energy, soil-structure interaction and cracking and nonlinear material behavior of buildings during earthquake are investigated. |
Keywords: |
modelling reinforced concrete buildings modeling earthquake crack formation cracking stiffness earthquake energy safety margins damping soil-structure interaction reinforced concrete structures non-linear behavior
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Available from: | Refer to publisher |
- About this
data sheet - Reference-ID
10066876 - Published on:
05/09/2012 - Last updated on:
13/08/2014