000011490 001__ 11490
000011490 005__ 20141205155916.0
000011490 04107 $$aeng
000011490 046__ $$k2008-10-12
000011490 100__ $$aSabouri-Ghomi, Saeid
000011490 24500 $$aConcept Improvement of Behavior of X-Bracing Systems by Using Easy-Going Steel

000011490 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011490 260__ $$b
000011490 506__ $$arestricted
000011490 520__ $$2eng$$aThe lateral deflections of buildings include bending and shear deflections. The bending deflection can be effectively controlled by combination of various types of coupled systems. But the shear deflection is controlled by increasing the shear stiffness of buildings. In this research, the new idea is introduced and application of Easy-Going steel ( EGS ) theory for improvement of behavior of X-bracing systems is discussed. The use of this theory for design of X-Braces can increase the lateral stiffness of buildings and decrease the lateral displacements. Moreover, the stability of this system increases and the P-Delta effects decline. So, the columns will be protected against reaching nonlinear state and most of the energy dissipates by braces. The area under hysteresis curves augments and the energy dissipation capacity of this system enhances considerably. Also in this research comparison between general designed braced frames using structural steel and braced frames with Easy-Going steel concept is performed using harmonic Analysis to verify benefits of using this theory to decrease earthquake response of the structure during resonance.

000011490 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011490 653__ $$aEasy-Going Steel, X-Brace, Hysteresis, stability, Nonlinear, Harmonic, Earthquake 2

000011490 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011490 720__ $$aSabouri-Ghomi, Saeid$$iEbadi, Parviz
000011490 8560_ $$ffischerc@itam.cas.cz
000011490 8564_ $$s557839$$uhttps://invenio.itam.cas.cz/record/11490/files/05-01-0563.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-01-0563.
000011490 962__ $$r9324
000011490 980__ $$aPAPER