Results 191 to 200 of about 855 (200)
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Overstrength of CLT‐to‐CLT connections with inclined screws
2023Aloisio A. +4 more
openaire +1 more source
Overstrength and rotation capacity for EBF links made of European IPE sections
Thin-Walled Structures, 2014exaly
Influence of the link overstrength factor on the seismic behaviour of eccentrically braced frames
Journal of Constructional Steel Research, 2007Pier Paolo Rossi
exaly
Influence of the brace overstrength on the seismic behavior of chevron braced frames
2009BOSCO M +2 more
openaire +2 more sources
Analytical and Numerical Investigation of Overstrength Factors for Very Short Shear Links in EBFs
KSCE Journal of Civil Engineering, 2018Shujun Hu, Jingang Xiong, Qiang Zhou
exaly
Aleatoric and epistemic uncertainty in the overstrength of CLT-to-CLT screwed connections
Engineering StructuresAngelo Aloisio +2 more
exaly
Ductility and overstrength in seismic design of reinforced concrete structures
International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 1995openaire +1 more source
Understanding the Mysterious Overstrength of Post-Tensioned Flexural Members
ACI Concrete Internationalopenaire +1 more source