000010261 001__ 10261
000010261 005__ 20141205155708.0
000010261 04107 $$aeng
000010261 046__ $$k2008-10-12
000010261 100__ $$aHou, Guangyu
000010261 24500 $$aDesign and Research on Composite Steel and Concrete Frame-Core Wall Structure

000010261 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010261 260__ $$b
000010261 506__ $$arestricted
000010261 520__ $$2eng$$aThis paper presents the design, research and related joints’ details of a 31-story composite frame-core wall structure, which is located in Beijing City, a region of seismic fortification of 8 degree. In order to improve the ductility，bearing capacity of the core walls and to ensure inelastic deformation capacity of the longitudinal coupling beams carried steel trusses, proper steel frames were embedded within the longitudinal core walls. The results of elasto-plastic time-history analysis under the action of rarely occurring earthquake are very close to the data of shaking table test. Experimental results show that there are no obvious cracks in the core walls, spalling of concrete and local buckling of reinforcement at the bottom of the core wall’s boundary elements and the composite columns at the perimeter have not been observed, even the elasto-plastic story drift angle has reached 1/101, the whole structure has better seismic performance. However, higher strain measurement of the floor beam end during the rarely occurring earthquake shows partial restraining moment should be considered at the connection.

000010261 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010261 653__ $$ahybrid wall system, embedded steel frames, analysis and tests, anti-seismic for intensity 8.

000010261 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010261 720__ $$aHou, Guangyu$$iChen, Binlei$$iMiao, Qisong$$iLiu, Xiangyang$$iHuang, Jia
000010261 8560_ $$ffischerc@itam.cas.cz
000010261 8564_ $$s750836$$uhttps://invenio.itam.cas.cz/record/10261/files/05-06-0043.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-06-0043.
000010261 962__ $$r9324
000010261 980__ $$aPAPER