id author title date pages extension mime words sentence flesch summary cache txt brj-22477 Pang, Sung-Jun; Oh, Jung-Kwon Bending Behavior of Separable Glued-Laminated Timber (GLT)-Steel Beam Combined with Inclined Screws 2023 18 .pdf application/pdf 5769 315 67 Tomasi et al. (2009) tried to develop a ductile bending behavior of GLT beams by inserting steel bars. πœŽπ‘π‘’π‘›π‘‘π‘–π‘›π‘” = 𝑛 βˆ™ π‘€π‘šπ‘’π‘Žπ‘ π‘’π‘Ÿπ‘’π‘‘ 𝐼𝑒𝑓𝑓 βˆ™ 𝑦 (3) where πœŽπ‘π‘’π‘›π‘‘π‘–π‘›π‘” is the bending stress in the elastic analysis (MPa), 𝑛 is the ratio of elastic modulus of GLT and steel in GLT-steel beam (1 for GLT beam), π‘€π‘šπ‘’π‘Žπ‘ π‘’π‘Ÿπ‘’π‘‘ is the measured bending moment capacity (kNΒ·m), 𝐼eff is effective moment of inertia (mm4), 𝑦 is the distance from the neutral axis (mm). cache/brj-22477.pdf txt/brj-22477.txt