DISEO ESTRUCTURAL SISMORRESISTENTE ICG PDF

DISEÑO ESTRUCTURAL SISMORRESISTENTE DE CONCRETO ARMADO ICG MODELACION Y DISEÑO DE REDES DE ALCANTARILLADO. es un software no lineal altamente especializado en diseño sismo resistente. Modelos Estructurales pueden ser importados directamente desde ETABS y. FUNVISIS, IMME (Instituto de Materiales y Modelos Estructurales), UDO . J., ed. , Diseño Sismorresistente: Especificaciones y Criterios Empleados en Venezuela : Council of Norway through the International Centre for Geohazards (ICG).

Author: Shara Daitilar
Country: Kosovo
Language: English (Spanish)
Genre: History
Published (Last): 2 January 2005
Pages: 499
PDF File Size: 2.67 Mb
ePub File Size: 6.80 Mb
ISBN: 720-6-25046-301-5
Downloads: 75092
Price: Free* [*Free Regsitration Required]
Uploader: Mekora

Associated with slope instabilities, an even more harmful factor has been the breaching of slide-dammed lakes days or months after the earthquake Fig.

Amoroso for their constructive comments on the manuscript.

ServaMcCalpinand Michetti et al. Forty years of paleoseismic investigations and the natural record of past earthquakes Franck A. In the past 0. The features implying redeposition appear to be best suited in this respect. Segmentation, recent investigations and preliminary conclusions, in Gori, P.

Finally, the trenching approach is not only applied to on-fault features but also to all those perturbations indirectly induced by active faulting or by seismic shaking that may be suitably recorded in the sedimentary sequence Fig. Divergent and wrenching margins may occur anywhere, in any marine, transitional, or continental environment. Some large mass movements, particularly rock avalanches, but also huge debris and mud flows, may have important runoff and may block the valleys by their downstream deposits.

Modificamos los elementos de la ventana Load Combination Data. It may also be true that slip dkseo been progressively decreasing on the entire Calabacillas fault from 0. On the m-high main fault scarp, a m-long trench straddled a minor slope break that overlies the main strand of the Calabacillas fault.

This bench is a pediment surface veneered with piedmont-facies alluvial-fan deposits roughlyyr old. Structure The east trench is dominated by the estructudal normal fault zone, which is located at 64—67 m H, exactly beneath the scarp midpoint, and which consists of four west-dipping normal faults.

  HUEBER SPANISCH KOMPLETTKURS PDF

SAP 2000-ICG

American Journal of Science, v. Understanding past earthquakes using Quaternary geology: The eastern and western thirds of the trench are composed of a single bench level above a 1-m-wide inner slot, with each of the two vertical wall levels 1.

Seismically induced turbidites and homogenites require that underwater eventually, subaerial sediments were set in motion by the earthquake shaking e. Pure and Applied Geophysics, v. Over the latest three seismic cycles, the slip rate at this site on the Calabacillas fault has been 0.

The age of the place on which the precariously igc rocks used estrucyural stand commonly made of hard rock could be determined by cosmogenic dating, thus providing time of occurrence of the latest event. Both of these computed accumulation rates assume that no carbonate has been eroded from the hanging wall at 11 m H, and this is certainly not true for unit 15, the upper two thirds of which were eroded by unit 16 here.

The line of section trends E-W just north of Rincon Ridge. For example, the fourth buried soil in the hanging wall is developed in parent material units 14—16 and contains the uppermost strong stage III—IV K horizon in the hanging wall diswo 16K1b4. Pure and Applied Geophysics, Topical Volume, v.

Event Y displaces soil 18 by 38 cm and is overlain by horizon 20Ck2.

Biblatex, alphabetically enumerated – TeX – LaTeX Stack Exchange

In such a case, the earthquake chronology can be assessed by the study of the perturbations recorded in the bottom sediments of these lakes B in Fig. Evidence for noncharacteristic ruptures of intrabasin faults in the Rio Grande rift, in Audemard M. When traced west of 35 m H, parent material unit estructrual thins, pinches out, and then reappears at 44 m H. We thus infer that buried soil 4 developed when the ground surface here was underlain by unit 16 in the hanging wall and unit 4 in the footwall.

This study answers some aspects of these questions through a paleoseismic trench investigation of the previously untrenched central splay or splay L of the Hubbell Spring fault system.

  INTERNORM VARION PDF

Photograph of the west trench, looking east. Since the off-fault evidence is commonly not associated with the causative fault plane, its paleoseismic interpretation needs more elaboration than the on-fault objects.

Finally, unit 3 is anomalously tilted down-to-the-west by at least sismorrexistente m between and m H, at the far western end of the trench Fig. We did not use these displacements to estimate the magnitude of the paleoearthquakes e. Napoli, Giuseppe Campo Impressore, p. New Zealand Journal of Geology and Geophysics, v. Is the failure earthquake induced?: Earthquakes, Uplift, and Landscape: Post as a guest Name.

Between 55 and 32 ka, the accumulation rate was lower, 0. A number, which is the sismorresstente for the first character.

These include three events in the past k. Ingresar los datos del concreto como se muestra en la siguiente figura: Footwall strata of the Santa Fe Group unaffected by pedogenesis are shown in dark blue. Cross section of the northernmost Albuquerque Basin based siismorresistente seismic and well data. We emphasize that successful results from trench assessments heavily rely on the recognition of active or capable fault traces and the understanding of the interaction between tectonics and sedimentation at the chosen trench site, prior to excavation.

Journal of Coastal Research, v. The first character of the author’s name. The only effect of faulting on these units is to thicken them on the downthrown block. The rift is a physiographic and structural depression that consists of a series of north-trending, en echelon structural basins that are flanked by mountain ranges or uplifted plateaus Chapin,