Behavior of reinforced concrete structures subjected to biaxial excitation

Zeris Christos, A; Mahin Stephen, A

dc.contributor.author	Zeris Christos, A	en
dc.contributor.author	Mahin Stephen, A	en
dc.date.accessioned	2014-03-01T01:08:16Z
dc.date.available	2014-03-01T01:08:16Z
dc.date.issued	1991	en
dc.identifier.issn	0733-9445	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/10380
dc.subject	Reinforced Concrete	en
dc.subject.classification	Construction & Building Technology	en
dc.subject.classification	Engineering, Civil	en
dc.subject.other	Columns--Concrete	en
dc.subject.other	Mathematical Techniques--Finite Element Method	en
dc.subject.other	Biaxial Resistance Mechanism	en
dc.subject.other	Cantilevered Column Static Loads	en
dc.subject.other	Column Biaxial Excitation	en
dc.subject.other	Reinforced Concrete Columns	en
dc.subject.other	Concrete Construction	en
dc.title	Behavior of reinforced concrete structures subjected to biaxial excitation	en
heal.type	journalArticle	en
heal.identifier.primary	10.1061/(ASCE)0733-9445(1991)117:9(2657)	en
heal.identifier.secondary	http://dx.doi.org/10.1061/(ASCE)0733-9445(1991)117:9(2657)	en
heal.language	English	en
heal.publicationDate	1991	en
heal.abstract	The nonlinear cyclic behavior of reinforced concrete beam-column members is complex and governed by a variety of interrelated physical phenomena. The ability of a refined uniaxial finite-element model to simulate many of the factors influencing the planar behavior of reinforced concrete structures is examined in this paper. Following a brief description of the analytical model and its implementation in a nonlinear dynamic analysis computer program, analytical results are compared with experimental data. Structures considered include individual reinforced concrete columns under static and dynamic loads and a complete frame structure subjected to dynamic loads. Numerical simulations are also presented to demonstrate the ability of the refined model to predict the response of structural systems that experience axial load variations and severe local damage.	en
heal.publisher	ASCE-AMER SOC CIVIL ENG	en
heal.journalName	Journal of structural engineering New York, N.Y.	en
dc.identifier.doi	10.1061/(ASCE)0733-9445(1991)117:9(2657)	en
dc.identifier.isi	ISI:A1991GD35000006	en
dc.identifier.volume	117	en
dc.identifier.issue	9	en
dc.identifier.spage	2657	en
dc.identifier.epage	2673	en