Results 121 to 130 of about 1,123 (192)

Overstrength of RC Medium Length Span Bridges

Applied Mechanics and Materials, 2022
Overstrength factors in bridges reported in various studies show great diversity that depends on the type of bridges selected and the set of seismic records used in the analyses.
Alma R. Sánchez Ibarra, A. Arêde, J. J. Guerrero, P. Delgado   +3 more
semanticscholar   +2 more sources

Overstrength of dowelled CLT connections under monotonic and cyclic loading

Bulletin of Earthquake Engineering, 2018
This paper presents an evaluation of overstrength based on an experimental study on dowelled connections in Cross Laminated Timber (CLT). Connection overstrength needs to be well understood in order to ensure that ductile system behaviour and energy dissipation can be achieved under seismic loading. Overstrength is defined as the difference between the
L. Ottenhaus, Minghao Li, T. Smith, P. Quenneville   +3 more
semanticscholar   +3 more sources

Overstrength and plastic rotation of variable cross-section replaceable link

Structures, 2023
Shen Li, Shihao Ding, Xiao-lei Li, Hongchen Wang, Ningjun Du   +4 more
semanticscholar   +2 more sources

Understanding the Mysterious Overstrength of Post-Tensioned Flexural Members

ACI Concrete International

semanticscholar   +2 more sources

Research on the Overstrength Performance of Lateral Force-Resisting System of Guangzhou West Tower Based on Story Overturning Moment

Journal of earthquake engineering, 2023
The factors of the building’s structure’s overstrength performance need to be researched to decrease the large amount of the structural materials and the investments caused unreasonably by the overstrength performance.
Y. Ling, Haopeng Zhang, Jing Zhou
semanticscholar   +1 more source

Seismic Overstrength in Reinforced Concrete Frames

Journal of Structural Engineering, 1995
Seismic overstrength of multistory reinforced concrete frames has been assessed by means of nonlinear pseudostatic analysis on four-bay, three-, six-, and nine-story frames designed for seismic zones I to V as per Indian codes. In pseudostatic analysis, the lateral force profile corresponding to the first mode of elastic vibration is applied ...
Sudhir K. Jain, Rahul Navin
openaire   +1 more source