000018410 001__ 18410
000018410 005__ 20170118182221.0
000018410 04107 $$aeng
000018410 046__ $$k2017-01-09
000018410 100__ $$aGoswami, Rupen
000018410 24500 $$aSimple Linear Elastic Static Analysis Procedure To Attain  Desired Collapse Mechanism for Moment Resisting Frames

000018410 24630 $$n16.$$pProceedings of the 16th World Conference on Earthquake Engineering
000018410 260__ $$b
000018410 506__ $$arestricted
000018410 520__ $$2eng$$aConsiderable differences exist in current code provisions on the required (flexural) column-to-beam strength ratio (CBSR) at a joint to ensure that ductile flexural hinges occur at beam ends prior to that in columns (and joint). A simple procedure is proposed using results of linear elastic static analysis, adhering to strong-column weak-beam (SCWB) design philosophy, which leads to desired inelastic behavior of moment frame buildings during strong seismic action. The proposed procedure utilizes the ratio of elastic demand, determined just prior to the formation of first hinge, and over strength flexural capacity at all beam column joints. This procedure guides the designer to arrive at the required relative strengths at each joint of the building.

000018410 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000018410 653__ $$aStrong-Column Weak-Beam; Column-Beam Strength Ratio; Soft Storey

000018410 7112_ $$a16th World Conference on Earthquake Engineering$$cSantiago (CL)$$d2017-01-09 / 2017-01-13$$gWCEE16
000018410 720__ $$aGoswami, Rupen$$iMurty, Cvr$$iVijayanarayanan, Ar
000018410 8560_ $$ffischerc@itam.cas.cz
000018410 8564_ $$s250358$$uhttps://invenio.itam.cas.cz/record/18410/files/1400.pdf$$yOriginal version of the author's contribution as presented on USB, paper 1400.
000018410 962__ $$r16048
000018410 980__ $$aPAPER