Results 161 to 170 of about 442 (179)
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Engineering Structures, 2019
Abstract In this paper, the evaluation of the partial safety factors and of the overstrength coefficient needed to account for the influence of random material variability in the seismic design of dissipative connections equipped with friction dampers is reported.
Di Lauro, Francesco +3 more
openaire +2 more sources
Abstract In this paper, the evaluation of the partial safety factors and of the overstrength coefficient needed to account for the influence of random material variability in the seismic design of dissipative connections equipped with friction dampers is reported.
Di Lauro, Francesco +3 more
openaire +2 more sources
Canadian Journal of Civil Engineering, 2014
This paper reports the results of an investigation conducted to assess the effectiveness of using glass fiber reinforced polymer (GFRP) plates to enhance the overstrength and ductility factors of moment resisting steel frames. The GFRP plates are bonded to the flanges of steel beams of the frame with an aim to enhance their local buckling capacities ...
Mohammad Al Amin Siddique +2 more
openaire +1 more source
This paper reports the results of an investigation conducted to assess the effectiveness of using glass fiber reinforced polymer (GFRP) plates to enhance the overstrength and ductility factors of moment resisting steel frames. The GFRP plates are bonded to the flanges of steel beams of the frame with an aim to enhance their local buckling capacities ...
Mohammad Al Amin Siddique +2 more
openaire +1 more source
INVESTIGATION OF OVERSTRENGTH AND STRENGTH REDUCTION FACTORS FOR SEISMIC DESING OF RC BEAMS
Deterministic design procedures for reinforced concrete (RC) structures employ load and resistance factors to address various uncertainties including material properties, geometry, loading, and modelling to ensure structural safety. For instance, the ACI 318-19 design code prescribes constant flexural strength reduction factor of 0.9 for all tension ...openaire +1 more source
Timber-Steel Hybrid Systems: Seismic Overstrength and Ductility Factors
Proceedings of the 10th International Conference on Advances in Steel Concrete Composite and Hybrid Structures, 2012S. F. Stiemer, C. Dickof, S. Tesfamariam
openaire +1 more source
Gene expression model to estimate the overstrength ratio of short links
Structures, 2022Ghassan Almasabha
exaly
Constitutive Modeling and Overstrength Factors for Reinforcing Steel
ACI Structural Journal, 2019openaire +1 more source
Theoretical research into cyclic web buckling and plastic overstrength of shear links
Thin-Walled Structures, 2020Jian-Sheng Fan, Jian-Guo Nie
exaly
Ductility and overstrength of shape-memory-alloy reinforced-concrete shear walls
Engineering Structures, 2021Emad Abraik, Maged A Youssef
exaly
Design overstrength of steel eccentrically braced frames
International Journal of Steel Structures, 2013Cem Topkaya
exaly

