EXPERIMENTAL STUDY ON THE SEISMIC BEHAVIOR OF A SHEAR WALL WITH CONCRETE-FILLED STEEL TUBULAR FRAMES AND SLITS
This paper proposes a new type of composite shear wall with concrete-filled steel tubular frames and artificial vertical slits. The seismic behaviour of this new shear wall is studied by using a cyclic loading test. The failure mode, load-carrying capacity, ductility, stiffness degradation, hysteres...
Main Authors: | , , , , |
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Format: | Article |
Language: | ces |
Published: |
Czech Technical University, Prague
2018-04-01
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Series: | Civil Engineering Journal |
Subjects: | |
Online Access: | http://www.civilengineeringjournal.cz/archive/issues/2018/2018_1/1-2018-0002.pdf |