000010345 001__ 10345
000010345 005__ 20141205155718.0
000010345 04107 $$aeng
000010345 046__ $$k2008-10-12
000010345 100__ $$aIshimura, Mitsuyoshi
000010345 24500 $$aAnalysis of Damage to an SRC Apartment Building Due to the Fukuoka Prefecture West Offing Earthquake

000010345 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010345 260__ $$b
000010345 506__ $$arestricted
000010345 520__ $$2eng$$aThe non-structural walls of a 14 story apartment building of steel reinforced concrete suffered severe damage due to the 2005 Fukuoka Prefecture west offing earthquake. The cause of damage is clarified by the damage investigation results and a comparison with the analysis of response results of this building. We found that the level of damage to the non-structural walls can be evaluated with good accuracy from response analysis of a rigidity zone model and 3-way slit model, considering the seismic wave amplification from the subsurface ground. Also, deformation is particularly great in steel reinforced concrete structures, and a width of approximately 1/100 of the wall height is insufficient for the slit width in the case of using 3-way splits in non-structural walls, and approximately 1/50 is necessary. Furthermore, innovations to improve the deformation performance of non-structural walls are necessary.

000010345 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010345 653__ $$aFukuoka Prefecture west offing earthquake, SRC building, Non-structural wall, Response analysis

000010345 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010345 720__ $$aIshimura, Mitsuyoshi$$iTerai, Masakazu$$iMinami, Koichi
000010345 8560_ $$ffischerc@itam.cas.cz
000010345 8564_ $$s254930$$uhttps://invenio.itam.cas.cz/record/10345/files/01-0006.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 01-0006.
000010345 962__ $$r9324
000010345 980__ $$aPAPER