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Bibliographic Details
Main Author: L. Zeevaert Wiechers
Format: Artículo científico
Language:en
Published: Universidad Nacional Autónoma de México 2005
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Online Access:https://www.redalyc.org/articulo.oa?id=40460105
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Table of Contents:
  • Acceleration in the Building Floors Using the Seismo-Geodynamic Theory L. Zeevaert Wiechers Ingeniería Seismo sub soil geodynamics foun da tion ap pli ca tion The ex pe ri ence has in di cated the im por tance in the seis mic be hav ior of build ings and in the struc turalprob lems tak ing place in the up per floors of tall build ings, dur ing de struc tive earth quakes. The in ter esthas aroused in the ap pli ca tion of the “Seismo geodynamics The ory” to solve the seis mic prob lems of thesub soil and foun da tions, and the method to cal cu late the ac cel er a tion in the floors of build ings be causeof the seis mic ef fect of the ver ti cal and hor i zon tal ro ta tions of the foun da tion, and to ver ify if the struc -ture of the build ing can take safe the seis mic forces. An im por tant seis mic ob ser va tion was made by theau thor in 1962, from the re corded seudo-acceleration re sponse spec trums, ob tained at the ground sur -face of the Cen tral Park and those ob tained at the base of the rigid foun da tion of the Tower La tinoAmericana in Mex ico City. The au thor found that the ra tio of the ac cel er a tions for 10.0% crit i caldamp ing be tween these two places, less than one hun dred me ters appart, showed that the rigid box typefoun da tion of the “Tower La tino” suf fered only on the or der of 50% to 60% of the ac cel er a t ion withrespect to the spec tral ac cel er a tion at the ground sur face in the Cen tral Park. The above ob ser va tion wasver i fied the o ret i cally by the au thor. 2005 artículo científico 1405-7743 https://www.redalyc.org/articulo.oa?id=40460105 en http://www.redalyc.org/revista.oa?id=404 Ingeniería. Investigación y Tecnología application/pdf Universidad Nacional Autónoma de México Ingeniería. Investigación y Tecnología (México) Num.1 Vol.VI