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Alois Kieslinger 《Mineralogy and Petrology》1954,5(1-2):70-84
Zusammenfassung Problematika aus dem Lias von Ost-Algier erwiesen sich als örtliche Verkieselungen eines Kalkooliths, die dann durch Anwitterung herauspräpariert wurden. Im Mikroskop ist die allmähliche Verdrängung der Kalkooide durch faserige Kieselminerale (teils Chalzedon, teils Quarzin) in allen Phasen festzustellen. Die neu gebildeten Fasern stehen radial, konvergieren also auf ein gelegentlich selbst noch nicht verkieseltes Zentrum. Im Sinne der neueren Nomenklatur handelt es sich um eine direkte, interne und Molekularverkieselung. Vergleich mit ähnlichen Bildungen.Mit 5 Textabbildungen. 相似文献
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Alois Fenninger 《International Journal of Earth Sciences》1967,56(1):171-185
Zusammenfassung Die Plassenkalke s. 1. des oberostalpinen Malm stellen von echten Riffen weitgehend unabhängige Flachwasserbänke entsprechend der Bahama-Bank dar. Ihr mikrofazieller Charakter wird vor allem an der Ausbildung der Plassen- und Tressensteinkalke der Typuslokalitäten erläutert.
The Plassen limestones s. 1. of the upper-eastalpine Malm represent banks deposited in shallow water, independent of genuine reefs, and are similar to the Bahama Bank. Their microfacial character will be explained by examining the structure of the Plassen and Tressenstein limestones of the type localities.
Résumé Les calcaires du Plassen s. 1. du Malm du « Oberostalpin» représentent des bancs d'eau peu profonde pareils à la « Bahama Bank». Ils sont largement indépendants de vrais récifs. Leur aspect microfaciel s'explique surtout à l'exemple des calcaires du Plassen et du Tressenstein des localités de type.
(Plassenkalk) Bahama. Plassen und Tressenstein.相似文献
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Seismic behavior of asymmetric RC wall buildings: principles and new deformation‐based design method
The seismic design of multi‐story buildings asymmetric in plan yet regular in elevation and stiffened with ductile RC structural walls is addressed. A realistic modeling of the non‐linear ductile behavior of the RC walls is considered in combination with the characteristics of the dynamic torsional response of asymmetric buildings. Design criteria such as the determination of the system ductility, taking into account the location and ductility demand of the RC walls, the story‐drift demand at the softer (most displaced) edge of the building under the design earthquake, the allowable ductility (ultimate limit state) and the allowable story‐drift (performance goals) are discussed. The definition of an eccentricity of the earthquake‐equivalent lateral force is proposed and used to determine the effective displacement profile of the building yet not the strength distribution under the design earthquake. Furthermore, an appropriate procedure is proposed to calculate the fundamental frequency and the earthquake‐equivalent lateral force. A new deformation‐based seismic design method taking into account the characteristics of the dynamic torsional response, the ductility of the RC walls, the system ductility and the story‐drift at the softer (most displaced) edge of the building is presented and illustrated with an example of seismic design of a multi‐story asymmetric RC wall building. Copyright © 2005 John Wiley & Sons, Ltd. 相似文献
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Summary Paleomagnetic investigations of sediments from the Early Quaternary enabled the variations of the geomagnetic field during reversals to be studied. Regularities in the motion of the virtual geomagnetic N paleopole and the related changes in the intensity of the geomagnetic field were determined. The initial phase of the reversal, which took place in the Eastern Hemisphere, is accompanied by an increase in the intensity of the geomagnetic field. A strong decrease occurred at the time the N paleopole was moving around30°N geographic latitude. After the irreversible reversal had been concluded, the intensity of the geomagnetic field stabilized at values corresponding to the field intensity prior to the reversal. The reversible reversal is accompanied by an repeated increase in the itensity of the geomagnetic field.
au naaum ¶rt;a n n uu a¶rt; n¶rt; mmu nu¶rt;a nu n¶rt;um auuu aum n u m u1,1–0,7×10 6 m. u a mu uuuaum n u uma ¶rt;au nmu n. u u¶rt;a uu a uuu naanmuaum n.相似文献