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Predicting the Effective Flange Width of a CLT Slab in Timber Composite Beams
Publisher: American Society of Civil Engineers
Abstract: A timber composite beam consists of a cross-laminated timber (CLT) panel attached to a girder such as a laminated veneer lumber (LVL) beam. Under positive bending moment, part of the CLT panel acts as the flange of the LVL ...
Mode Cross-Over and Ductility of Dowelled LVL and CLT Connections under Monotonic and Cyclic Loading
Publisher: American Society of Civil Engineers
Abstract: This paper presents an experimental study on dowelled connections in cross-laminated timber (CLT) and laminated veneer lumber (LVL) using ϕ2-mm mild steel dowels and internal steel plates. Connections designed to fail in ...
Shake Table Tests of a Three-Story Steel Structure with RSFJ
Publisher: American Society of Civil Engineers
Abstract: AbstractAs part of the Robust Building Systems (ROBUST) research program, several innovative
seismic-resisting systems based on friction dampers were tested on a shake table for
the first time. The tests examined whether ...
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