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: Mikaramar Mezigor
Country: Montserrat
Language: English (Spanish)
Genre: Personal Growth
Published (Last): 24 November 2012
Pages: 37
PDF File Size: 5.66 Mb
ePub File Size: 4.5 Mb
ISBN: 545-5-58610-382-9
Downloads: 80231
Price: Free* [*Free Regsitration Required]
Uploader: Tygolrajas

Home Questions Tags Users Unanswered. In the particular case of the surface trace of a gently dipping thrust fault that tends to parallel and mimic the topographic contours, the localization of the fault trace solely on the basis of morphologic expression is very difficult and requires the support of these geophysical surveys prior to trenching e. In fact, paleoseismology should be understood as the study of the ground effects from past earthquakes preserved in the geologic and geomorphic record Michetti et al.

curso – PDF Free Download

These effects, induced by earthquake shaking, have been commonly recognized and described for onshore environments in historical documents over the centuries. A case study of the Gulf of Atalanti earthquakes, central Greece: A multiproxy investigation, using several of the potential indirect objects Fig.

It still remains a difficult task to ascertain that a particular slide of a given size and certain characteristics will always be prone to slide during an earthquake of a particular magnitude or intensity above a certain threshold.

These faults 40 McCalpin et al. Unit 1d is a poorly stratified sand similar to unit 1b.

Cross section of the northernmost Albuquerque Basin based on seismic and well data. Geomorphology The graben is bounded on the west by the broad m-high, m-wide from crest to toe main scarp of the Calabacillas fault, and on the east by a 5.

In contrast, the upward-flaring krotovinas overlying the main normal fault at 67 m H Fig. The lower one quarter to one third of the unit is a clast-supported small-medium pebble gravel, which fines slowly upward into a gravelly sand. In that particular negative sense, these rocks or groups of rocks can be effectively used as earthquake strong ground-motion seismoscopes that have been operating on solid rock outcrops for thousands of years Brune and Whitney, ; Brune, ; Shi et al.


Journal of Geodynamics, v. Tsukuba, Ibaraki, Japan, Isebu Co. The free faces above each fault were developed in loose eolian sand, which quickly collapsed to form thin, amorphous colluvial deposits; no gravel of the Santa Fe Group was ever exposed in the free face. Final Technical Report submitted to U. From the understanding that a tectonic deformation may induce a sedimentological response, which can then be fossilized and preserved in the geologic record, paleoseismologists, and particularly geologists and tectonic geomorphologists, have continuously developed new paleoseismic objects to derive the timing and magnitude of hazardous earthquakes.

This has been stimulated by the fact that they are easily datable by 14C, for instancethey record growth perturbations very neatly, and they also grow by annual precipitation, similar to tree rings. On the other hand, a common misconception about paleoseismology relates this discipline to the study of prehistoric earthquakes only, as originally defined by Wallace However, there have been 10 historic earthquakes of Modified Mercalli Intensity V or greater in the urban corridor Von Hake, If a lake is large and deep enough, geophysical prospecting can be undertaken.

Footwall strata of the Santa Fe Group unaffected by pedogenesis are shown in dark blue.

In addition to directly exposing sismorreeistente seismic evidence through trenching, these past seismically induced effects in the geologic record have been assessed through indirect methods, either invasive coring and geotechnical methods; E in Fig. Evidence from coral microatolls: These constitute a reconstruction of the environment or topography at a given time and thus would fulfill the same objectives as current macroseismic surveys, from which magnitude and epicenter of the causative earthquake could be derived by applying known relationships.

SAP 2000-ICG

The equivalent of marine terraces in coastal areas, alluvial terraces of the inland environment have been occasionally assessed for the purpose of determining coseismic vertical or horizontal deformations e.

These underwater objects have been studied both at sea Schafer and Smith, ; Piper et al. 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. For permission to make photocopies of any item in this volume for other noncommercial, nonprofit purposes, contact The Geological Society of America.

Precarious rocks or precariously balanced rocks indicate that strong earthquake motions have not occurred at a site since their particular precarious situation developed. Isai 1, 3 sismorrssistente We interpret this rubblization to represent a period of past dissolution of the top of the K horizon, probably due to removal of the overlying soil horizons and subaerial exposure. This jump in the numbering system indicates our inference that this parent material is younger than the remnants of wedges in the footwall units 2—4and that an unknown number of units exists beneath the trench floor between unit 11 and the correlatives of units 2—4 in the hanging wall.

  ASTM D1242 PDF

This volume includes several new cases of these types of studies Audemard, Clark, Lalinde P. One set of features relates directly to the earthquake rupture process itself, while other esructural are the result of the accompanying seismic shaking. The features implying redeposition appear to be best suited in this respect. However, if such strands exist, they have not produced any visible surface sixmorresistente, which suggests that their cumulative throw would be quite small.

Neotectonic and paleoseismic approach: Tobin without reference sismorresjstente the trench log. When an analysis model is set up for a complex structure, a common problem is that the model may be poorly conditioned numerically, or may be unstable.

This shed lies just east of the antithetic fault on the eastern margin of the graben, so a line between the east trench and the shed approximates the eastern margin of the graben.

Parent material units 17 and 18 each contain their own soil, composed of one Bk horizon each unit 18Bkb2, unit 17Bkb3. These features potentially provide the same paleoseismic information as earthquake-triggered sand blows.

Please help us to share our service with your friends. Clearly, when the free face was created that shed unit 13 colluvium, the Santa Fe Group in the footwall was not deeply buried by an eolian blanket units 16—20as it is today. The displacement of parent material units 17—20 across fault F2 can be measured directly because those units ifg preserved on both sides of the fault. These faults were interpreted to have defined the original eastern rift boundary early in its history of development but were assumed to be largely abandoned now Lozinsky et al.