SIMPLIFIED BUILDING ANALYSIS WITH SEQUENTIAL DEAD LOADS - CFM

Cited 16 time in webofscience Cited 26 time in scopus
  • Hit : 341
  • Download : 0
The effect of the sequential application of dead load due to the sequential nature of construction is an important factor to be considered in the multistory frame analysis. Unfortunately, however, this effect has been ignored by many engineers in practice in the past. One of the ways to include this effect properly in the analysis is to carry out the analysis through step-by-step procedures in accordance with the sequential application of dead loads as the construction proceeds. These procedures, however, require elaborated computations and more solution time. A simplified approach, termed as correction factor method (CFM), to solve the problem without elaborated step-by-step analyses has been proposed in this paper. This method utilizes the correction factors established by regression from the data obtained from the existing buildings to modify the results from the ordinary analysis to produce more accurate solutions. Some numerical tests are presented to show the validity and effectiveness of the method.
Publisher
ASCE-AMER SOC CIVIL ENGINEERS
Issue Date
1992-04
Language
English
Article Type
Article
Citation

JOURNAL OF STRUCTURAL ENGINEERING-ASCE, v.118, no.4, pp.944 - 954

ISSN
0733-9445
DOI
10.1061/(ASCE)0733-9445(1992)118:4(944)
URI
http://hdl.handle.net/10203/61918
Appears in Collection
RIMS Journal Papers
Files in This Item
There are no files associated with this item.
This item is cited by other documents in WoS
⊙ Detail Information in WoSⓡ Click to see webofscience_button
⊙ Cited 16 items in WoS Click to see citing articles in records_button

qr_code

  • mendeley

    citeulike


rss_1.0 rss_2.0 atom_1.0