PRELIMINARY DESIGN OF HIGH RISE BUILDINGS FOR GLOBAL ADAPTATION USING THE LINEAR STATIC METHOD
DOI:
https://doi.org/10.4314/njt.373.1754Keywords:
High-rise, Earth-tremor, Linear Static Method and SD-CBFAbstract
Preliminary sizing of the members of high-rise buildings for adaptation in Nigeria and other countries with similar earth tremor data is carried out in this work using the linear static (lateral force) method. The studied building model comprises a regular, symmetric 50 storey Steel Dual-Concentric (chevron) Brace Frame, SD-CBF. European wide flange beam section of HE220M, column section HE260M and brace section HE180B were realised as initial design sections which are structurally safe. Results indicate that the aforementioned sections, though structurally safe can be made more robust for greater safety by applying a factor of safety ranging from 1.25 to 1.5 depending on available investment and seismicity of the environment. This is to justify safety of lives and properties.
Downloads
Published
Issue
Section
License
The contents of the articles are the sole opinion of the author(s) and not of NIJOTECH.
NIJOTECH allows open access for distribution of the published articles in any media so long as whole (not part) of articles are distributed.
A copyright and statement of originality documents will need to be filled out clearly and signed prior to publication of an accepted article. The Copyright form can be downloaded from http://nijotech.com/downloads/COPYRIGHT%20FORM.pdf while the Statement of Originality is in http://nijotech.com/downloads/Statement%20of%20Originality.pdf
For articles that were developed from funded research, a clear acknowledgement of such support should be mentioned in the article with relevant references. Authors are expected to provide complete information on the sponsorship and intellectual property rights of the article together with all exceptions.
It is forbidden to publish the same research report in more than one journal.