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Deutsches Archäologisches Institut DAI in Rom

Hybrider Tragsicherheitsnachweis für Bibliothekslasten und Erdbeben

Author(s):



Medium: journal article
Language(s): German
Published in: Bautechnik, , n. 3, v. 87
Page(s): 127-132
DOI: 10.1002/bate.201010010
Abstract:

German Archaeologicial Institute in Rome — Structural safety for library loads and earthquake-proof with hybrid statics.

The Federal Republic of Germany supports the German Archaeological Institute in Rome. The 8-storey steal concrete frame building from 1963 with 6000 m² storey area has ribbed slabs with hollow-bricks should be enforced for library use and earthquake-proof. From Numerical calculations and a former loading test with water ballast, no adequate structural safety results. In March 2009 at adequate test areas the bearing capacity of a mineral resin-bonding was tested in situ to avoid a very expensive stud bond for the planned blinding concrete for the necessary slab stiffness. From the non-destructive evaluation of the limit stress resultant for the composit system "actual slab — knitting layer — structural concrete topping" the structural safety for library loads q = 6,0 kN/m² and seismic design could be verified with hybrid statics.
The loading tests in situ required controllable test loads up to ΣF = 360 kN for each ceiling panel have been accomplished during two weeks. The total equipment of about 8 tons was transported by truck to Rome.

Keywords:
hollow block floor test load experimental structural safety design calculated structural safety design hybrid structural safety design library loads acoustic emission acoustic emission (AE) non-destructive testing methods seismic loads
Available from: Refer to publisher

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Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1002/bate.201010010.
  • About this
    data sheet
  • Reference-ID
    10058450
  • Published on:
    17/11/2010
  • Last updated on:
    30/09/2018
 
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