Deutsches Archäologisches Institut DAI in Rom
Hybrider Tragsicherheitsnachweis für Bibliothekslasten und Erdbeben
Author(s): |
G. Czentner
L. Fiedler G. Kapphahn K. Steffens |
---|---|
Medium: | journal article |
Language(s): | German |
Published in: | Bautechnik, March 2010, 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. |
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 |
Geographic Locations
- About this
data sheet - Reference-ID
10058450 - Published on:
17/11/2010 - Last updated on:
30/09/2018