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RISSeismic Performance of Joint between Timber–Concrete Composite Beams and Steel Column with Innovative Semirigid Connections: Experimental and Numerical Studies under Quasi-Static Cyclic Loading Conditions
Publisher: ASCE
Abstract: In this study, an interior joint between timber-concrete composite (TCC) beams and steel column was as tested under quasistatic cyclic loads. To obtain an acceptable seismic performance, a type of innovative semirigid ...
Bond Behavior between Softwood Glulam and Epoxy Bonded-In Threaded Steel Rod
Publisher: American Society of Civil Engineers
Abstract: This study aims to develop an improved understanding of the interfacial bond behavior of softwood glulam joints with bonded-in threaded steel rod. A total of 39 glulam joints with bonded-in single-threaded steel rods were ...
Bond Behavior between Softwood Glulam and Epoxy Bonded-In Threaded Steel Rod
Publisher: American Society of Civil Engineers
Abstract: This study aims to develop an improved understanding of the interfacial bond behavior of softwood glulam joints with bonded-in threaded steel rod. A total of 39 glulam joints with bonded-in single-threaded steel rods were ...
Experimental and Nonlinear Analytical Studies on Prefabricated Timber–Concrete Composite Structures with Crossed Inclined Coach Screw Connections
Publisher: ASCE
Abstract: In this study, shearing tests on connections and bending tests on prefabricated timber–concrete composite (PTCC) beams were performed to evaluate the feasibility of using crossed inclined coach screw connections for PTCC ...
Behavior of Glulam Columns Reinforced by Near-Surface-Mounted CFRP Laminates under Eccentric Compression Loading
Publisher: American Society of Civil Engineers
Abstract: This paper introduces simple glued laminated (glulam) timber columns reinforced by near-surface-mounted carbon-fiber-reinforced polymer (CFRP) laminates (GTMC columns). Twenty-four columns were fabricated and tested under ...