000009739 001__ 9739
000009739 005__ 20141205153149.0
000009739 04107 $$aeng
000009739 046__ $$k2008-10-12
000009739 100__ $$aChoi, I.
000009739 24500 $$aCyclic Test for Framed Steel Plate Walls with Various Infill Plate Details

000009739 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000009739 260__ $$b
000009739 506__ $$arestricted
000009739 520__ $$2eng$$aThe framed steel plate wall has been used in U.S, Canada, and Japan, primarily as an earthquake resisting system. However, in order to design the steel plate wall system effectively, it was needed to verify the structural capacity of steel plate walls with various infill plate details that can be applied in practical affairs. In the present study, experimental studies were performed to investigate the variations of the structural capacity of steel plate walls with various infill plate details. The major parameters for the test specimens were the location and length of weld-connection, coupling wall, and the connection details between the moment frame and infill plates, such as, weld- and bolt-connections. A concentrically braced frame (CBF) and a moment-resisting frame (MRF) were also tested for comparison. Regardless of the infill plate details, the steel plate wall specimens exhibited excellent initial stiffness, strength, and energy dissipation capacity. However, the wall with bolt-connected infill plates showed slightly low deformation capacity. This result indicates that for architectural reasons and cost-saving, various wall details can be used in practice without a significant decrease in the structural capacity of the steel plate walls.

000009739 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000009739 653__ $$aSteel Plate Shear Walls, Cyclic Tests, Connections, Energy Dissipation

000009739 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000009739 720__ $$aChoi, I.$$iPark, H.
000009739 8560_ $$ffischerc@itam.cas.cz
000009739 8564_ $$s320218$$uhttps://invenio.itam.cas.cz/record/9739/files/05-05-0070.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-05-0070.
000009739 962__ $$r9324
000009739 980__ $$aPAPER