000019602 001__ 19602
000019602 005__ 20170118182328.0
000019602 04107 $$aeng
000019602 046__ $$k2017-01-09
000019602 100__ $$aMurakami, Masaya
000019602 24500 $$aRevision of Guideline for Post-Earthquake Damage Evaluation of Reinforced Concrete Buildings in Japan

000019602 24630 $$n16.$$pProceedings of the 16th World Conference on Earthquake Engineering
000019602 260__ $$b
000019602 506__ $$arestricted
000019602 520__ $$2eng$$aIn Japan, the Guideline for Post-Earthquake Damage Evaluation and Rehabilitation, originally developed in 1991 and revised in 2001, was revised in 2015 based on the lessons from damaging earthquakes such as the 2011 East Japan Earthquake. The authors have developed a method to evaluate residual seismic capacity of reinforced concrete structures based on R-index, which was employed in the Damage Evaluation Guideline. The R-index is defined as the ratio of residual seismic capacity to the original capacity, and is calculated from residual seismic capacity in structural members. In this paper, firstly, the general concept of the Guideline for reinforced concrete buildings is presented. Secondly, the main points in the revision in 2015 are introduced. In the guideline revision, the value of reduction factor for capacity of a structural member corresponding to its damage state was re-evaluated with recent experimental data of reinforced concrete beams, columns and shear walls. An evaluation method of residual seismic capacity, R-index, for a building with total collapse mechanism of beam yielding type was developed and introduced into the revised guideline in addition to story collapse mechanism. R-index was originally developed for a building with story collapse mechanism, which is the most typical failure mechanism of reinforced concrete buildings observed in the past damaging earthquakes. However, total collapse mechanism, which is recommended in current design code and guidelines, is found in some middle or high rise buildings damaged by recent earthquakes and this type of failure is expected to increase in the future. Applicability of the proposed method for damage evaluation was investigated by a study of the database of RC buildings damaged by the recent major earthquakes and its accuracy and effectiveness was discussed.

000019602 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000019602 653__ $$aReinforced concrete building, Post-earthquake damage evaluation, Residual seismic performance, Rehabilitation.

000019602 7112_ $$a16th World Conference on Earthquake Engineering$$cSantiago (CL)$$d2017-01-09 / 2017-01-13$$gWCEE16
000019602 720__ $$aMurakami, Masaya$$iMatsukawa, Kazuto$$iMaeda, Masaki$$iNishida, Tetsuya
000019602 8560_ $$ffischerc@itam.cas.cz
000019602 8564_ $$s1502348$$uhttps://invenio.itam.cas.cz/record/19602/files/3987.pdf$$yOriginal version of the author's contribution as presented on USB, paper 3987.
000019602 962__ $$r16048
000019602 980__ $$aPAPER