Abstract: This paper summarizes the results of a numerical simulation and subsequent variability analysis of the lateral load-resisting behavior of unbraced and chevron-braced glulam portal frames. Longitudinal tension/compression ...

Abstract: The results of an experimental study of the flexural performance of full-scale, fire-damaged, two-way composite-topped precast concrete slabs with different postfire exposure-strengthening methods are presented. Four slabs ...

Abstract: This paper presents experimental results and numerical simulation of postfire structural performance of prestressed concrete hollow-core floor slabs with edge beam supports. In total, four tests were carried out, including ...