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Author(s):
Medium: journal article
Language(s): English
Published in: IOP Conference Series: Materials Science and Engineering, , n. 1, v. 1276
Page(s): 012018
DOI: 10.1088/1757-899x/1276/1/012018
Abstract:

The report considers two variants of a building with a special purpose of the roof slab. Option 1 is a model of the building - without a helicopter pad, and Option 2 has a helicopter pad. For basic structural elements, the values of: displacements, shear forces and load-bearing reinforcements are shown. Specialized software for computational models is used. Combinations of impacts are proposed, including dynamic loading. The solutions of the two options are compared and a conclusion is made about the efficiency of the solutions with the helicopter service. The maximum values of the internal forces are obtained by taking into account together the horizontal and vertical components of the seismic impact.

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: 10.1088/1757-899x/1276/1/012018.
  • About this
    data sheet
  • Reference-ID
    10777298
  • Published on:
    12/05/2024
  • Last updated on:
    12/05/2024
 
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