Experimental and numerical investigation of novel partially connected steel plate shear walls
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DOI: 10.1016/j.jcsr.2017.01.013
Abstract: A steel plate shear wall system, consisting of a thin steel plate connected to the boundary frame members, is proposed as lateral load resisting system for use in the multi-storey building. To reduce the potential… read more here.
Keywords: connected steel; plate shear; plate; partially connected ... See more keywords
Flexural Fatigue Behavior of Glulam Beams Connected with Steel Splints and Bolts
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DOI: 10.3390/buildings13051218
Abstract: Glulam beams connected with steel splints and bolts (GBSBs) are subjected to cyclic reciprocating dynamic loads in practice, which eventually leads to damage accumulation and structure failure. In order to promote the development of GBSBs,… read more here.
Keywords: beams connected; glulam beams; steel splints; beams ... See more keywords