INELASTIC CYCLIC ANALYSIS OF IMPERFECT COLUMNS.

Papadrakakis, Manolis; Chrysos, Lefteris

dc.contributor.author	Papadrakakis, Manolis	en
dc.contributor.author	Chrysos, Lefteris	en
dc.date.accessioned	2014-03-01T01:06:25Z
dc.date.available	2014-03-01T01:06:25Z
dc.date.issued	1985	en
dc.identifier.issn	0733-9445	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/9371
dc.subject.classification	Construction & Building Technology	en
dc.subject.classification	Engineering, Civil	en
dc.subject.other	MATHEMATICAL TECHNIQUES - Boundary Value Problems	en
dc.subject.other	VIBRATIONS	en
dc.subject.other	CYCLIC INELASTIC BEHAVIOR	en
dc.subject.other	EARTHQUAKE MOTIONS	en
dc.subject.other	MOMENT-THRUST-CURVATURE	en
dc.subject.other	NEWMARK'S NUMERICAL PROCEDURE	en
dc.subject.other	PLASTIC HINGE FORMATION	en
dc.subject.other	COLUMNS	en
dc.title	INELASTIC CYCLIC ANALYSIS OF IMPERFECT COLUMNS.	en
heal.type	journalArticle	en
heal.identifier.primary	10.1061/(ASCE)0733-9445(1985)111:6(1219)	en
heal.identifier.secondary	http://dx.doi.org/10.1061/(ASCE)0733-9445(1985)111:6(1219)	en
heal.language	English	en
heal.publicationDate	1985	en
heal.abstract	The hysteretic behavior of a simply supported prismatic steel column with initial out-of-straightness subjected to cyclic loading is presented. The analysis is based on the plastic hinge concept, which, under the assumption of perfect plasticity together with the one-dimensional idealization of the column, has led to an elegant closed form solution for any history of axial loading. The results presented illustrate the imperfection sensitivity of column cyclic behavior. The effect of various slenderness ratios combined with different initial imperfection sizes as well as the effect of different approximation to the exact yield curve are also presented.	en
heal.publisher	ASCE-AMER SOC CIVIL ENGINEERS	en
heal.journalName	Journal of Structural Engineering	en
dc.identifier.doi	10.1061/(ASCE)0733-9445(1985)111:6(1219)	en
dc.identifier.isi	ISI:A1985AHZ9300004	en
dc.identifier.volume	111	en
dc.identifier.issue	6	en
dc.identifier.spage	1219	en
dc.identifier.epage	1234	en