Behavior of Steel Fiber Reinforced Concrete Columns under Cyclic Loading

Chang, Kug Kwan; Lee, Hyun-Ho

doi:10.4334/jkci.2004.16.3.415

Cited by 1 publication

(2 citation statements)

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“…135 columns were taken from several sources to be available in this paper (18)(19)(20)(21)(22)(23)(24)(25) to compared by several existing design methods. Based on these tests statistical and regression analysis are applied leading to a proposed design method for slender columns.…”

Section: Computer Programs and Statistical Resultsmentioning

confidence: 99%

“…The same 135 column test results (18)(19)(20)(21)(22)(23)(24)(25)(26) were used to investigate the representation of analysis methods for the column strength, when comparisons are made between method using the main factors affecting column strength (e/h, l/h and p) on the value of relate axial strength value (P test /P calculate ). 1.…”

Section: Figure (5): Comparison Between Experimental Data and Calcula...mentioning

confidence: 99%

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Influence of Uniaxial Loading on the Strength of Slender Columns

AL-Najafi¹

2016

ETJ

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A column is said to be slender if its cross-sectional dimensions are small compared with its length, and its strength is reduced by second-order deformations. Several methods are available for slender column design including codes and researchers. A number (135) of slender column tests is used in this work; from the literature are reanalysis by different methods. Using these tests' results new proposal formulae are made for slender column design. When compared to existing methods the proposed one gives better correlation with test results. The proposed methods were derived using regression analyses for the based on different parameters. Theoretical analyses of columns are sampled to study the major variables affecting the column for each method of analysis. The paper is mainly concerned with making suggest and comparison between several methods analyzing slender columns.

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