000011866 001__ 11866
000011866 005__ 20141205155954.0
000011866 04107 $$aeng
000011866 046__ $$k2008-10-12
000011866 100__ $$aTerai, Masakazu
000011866 24500 $$aDevelopment of Seismic Performance for Reinforced Concrete Members with Earthquake-Resistant Steel Bar

000011866 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011866 260__ $$b
000011866 506__ $$arestricted
000011866 520__ $$2eng$$aCenter for High-Tech Research, Fukuyama University (High-Tech Research Center for Structural and Material Developments) was established in 1999 by the grant from Ministry of Education, Culture, Sports, Science and Technology of Japan. It was researched with the improvements in seismic performance of structures, especially for materials and structures. In 2004, Ministry accepted the continuing project proposal of the center. A group of faculty member of the department of Civil Engineering, Architecture and Mechanical Engineering is now studying on a common theme "Research Project on Improvements in Seismic Performance of Structures" from various aspect of research. In this project, the influence which a few coefficients determine a mechanical performance of main bars do to earthquake energy consumption in formation of the plastic hinge of RC members is considered. Then Earthquake-Resistant Steel was developed in this Center. This paper describes the characteristics of this steel and the application examples in Reinforced Concrete members.

000011866 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011866 653__ $$aReinforced Concrete Ultimate Shear Strength Earthquake-Resistant Steel Energy Absorption Capacity, Diagonally Reinforcement, Shear Span Ratio

000011866 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011866 720__ $$aTerai, Masakazu$$iMinami, Koichi
000011866 8560_ $$ffischerc@itam.cas.cz
000011866 8564_ $$s937058$$uhttps://invenio.itam.cas.cz/record/11866/files/05-03-0085.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-03-0085.
000011866 962__ $$r9324
000011866 980__ $$aPAPER