Elementos resistentes a sismo redundantes norma ncse02. The seismic design standards make recommendations regarding the seismic loads to be used, the simplified methods of structural analysis, the criteria that must be applied to ensure a good overall behavior of the same, as well as the design. Seismic performance of waffledslab floor buildings. This paper presents a structural analysis of a masonry chimney built in the 1940s, which is currently being cataloged as local interest heritage. Norma sismorresistente ncse 2002 foro ingenieria del.
The chimney is located in the town of agost alicante spain and directly exposed to the prevailing winds from the sea, as it is approximately 12 km away from the. Figure 2 shows the results for a case without influence of the longdistance azores gibraltar earthquakes k1 and two extreme values of ab, 0. You can follow any responses to this entry through the rss 2. The codes used in seismic design of waffledslab floors buildings wsfb, such as the spanish ncse02 earthquakeresistant design code, assign them restricted ductility, utilise linear structural analysis based on modal analysis, but also consider. This study quantifies the expected level of damage on this structural type in the case of the lorca earthquake by means of a. The city of lorca spain was hit on may 11th, 2011, by two consecutive earthquakes of magnitudes 4. The last one is the maximum value included in the ncse02 hazard map for granada province. This structure has not served any industrial purpose for the last thirty years. Norma sismo resistencia nsr10 by deisy sanchez on prezi. Seismic performance of waffledslab floor buildings alex. Descargue como pdf, txt o lea en linea desde scribd.
Norma sismorresistente ncse 02 by silvia henarejos. Many of the damaged structures were reinforced concrete frames with wide beams. Comparative analysis between elastic response spectra of. Translate texts with the worlds best machine translation technology, developed by the creators of linguee.
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