000019575 001__ 19575
000019575 005__ 20170118182326.0
000019575 04107 $$aeng
000019575 046__ $$k2017-01-09
000019575 100__ $$aSchnaidt, Christian
000019575 24500 $$aBox Column – H-Beam Steel Moment Frame Structures for High Performance Earthquake-Resistant Buildings & Tsunami Evacuation Towers

000019575 24630 $$n16.$$pProceedings of the 16th World Conference on Earthquake Engineering
000019575 260__ $$b
000019575 506__ $$arestricted
000019575 520__ $$2eng$$aIt is said that 10% of the earthquakes in the world occur in the vicinity of Japan. As a result, Japan has been accumulating much knowledge and technology with regard to earthquake-resistant building structures. Among various high-technologies, one of the most conventional and economical idea is the "Box column – H-beam moment frame steel structure". It is one of the two-way moment frame structural system design in which we can reduce the size and weight of the structure compared to the concrete structure (RC in the following) or other steel structures. We can also design with the longer span and, if necessary, we can eliminate the brace to provide larger open space and more designing flexibility for the building. Because of those values, this structural design has been one of the standards for multiple-story commercial buildings in earthquake-prone Japan for more than three decades. Although immense damages were brought by the Great East Japan Earthquake on March 2011, no major damage to the main structural parts of “Box column – H-beam moment frame structure” caused by the earthquake and tsunami was found as a result of a survey. This structural system had supported whole structures not only against the earthquake load but also against the tsunami load such as the hydraulic pressure or those from being hit by drifting debris.

000019575 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000019575 653__ $$aHSS, seismic steel design

000019575 7112_ $$a16th World Conference on Earthquake Engineering$$cSantiago (CL)$$d2017-01-09 / 2017-01-13$$gWCEE16
000019575 720__ $$aSchnaidt, Christian$$iFutamura, Hirotaka
000019575 8560_ $$ffischerc@itam.cas.cz
000019575 8564_ $$s1045554$$uhttps://invenio.itam.cas.cz/record/19575/files/3926.pdf$$yOriginal version of the author's contribution as presented on USB, paper 3926.
000019575 962__ $$r16048
000019575 980__ $$aPAPER