Results 81 to 90 of about 2,060 (163)
Effect of Building Configuration on Overstrength Factor and Ductility Factor
It is important for the structure to be economical and still have a high level of life safety. The lateral force sustained by the structures during a large earthquake would be several times larger than the lateral force for which the structures are designed. This is opposite to the fact that design loads such as gravity in codes are usually higher than
Sagun Kandel +2 more
openaire +1 more source
Comparative Analysis of Buckling-Restrained Braced Frames in Eccentric Configuration (BRBF-Es) and Eccentrically Braced Frames (EBFs) [PDF]
, 2015 Continuing on the findings of “Using Buckling-Restrained Braced Frames in Eccentric Configuration,” by Dr. Gary S. Prinz, P.E., which determined that, from a performance standpoint, BRBF-Es could be a viable alternative for EBFs.
Vayda, Peter T
core +1 more source
Use of combined scaling of real seismic records to obtain code-compliant sets of accelerograms: application for the city of Bucharest [PDF]
, 2012 A recently proposed method for scaling real accelerograms to obtain sets of code-compliant records is assessed. The method, which uses combined time and amplitude scaling, corroborated with an imposed value of an instrumental, Arias type intensity ...
Borcia, Ioan Sorin +1 more
core +1 more source
Assessment of the design criteria for concentric V-braced steel structures according to Italian and European codes [PDF]
, 2017 The critical review of design methodologies provided by the NTC2008, in agreement with the European seismic code (Eurocode 8) for steel Concentrically Braced Frames with chevron (or inverted V) diagonals (CBF-V), carried out by deepening the seismic ...
CASTALDO, CARMINE +5 more
core +1 more source
Latin American Journal of Solids and StructuresA parametric study devoted to assess the impact of increasing the structural redundancy in ductile reinforced concrete (RC) moment framed buildings is presented. Among the studied variables were the number of stories and the number of bays.
Arturo Tena-Colunga +1 more
doaj +1 more source
Earthquakes and robustness for timber structures [PDF]
, 2009 Major similarities between robustness assessment and seismic design exist, and significant information can be brought from seismic design to robustness design.
Branco, Jorge M., Neves, Luís A. C.
core
ESTIMATING OF OVERSTRENGTH FACTOR OF CONCENTRICALLY X-BRACED STEEL FRAMES [PDF]
Proceedings of the 5th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015), 2015 T. Branci, D. Yahmi
openaire +1 more source
Biological and Mechanical Factors and Epigenetic Regulation Involved in Tendon Healing. [PDF]
Stem Cells Int, 2023 Li ZJ, Yang QQ, Zhou YL.
europepmc +1 more source
Earthquakes and robustness [PDF]
, 2011 This guideline was prepared within the COST Action E55 "Modelling of the performance of timber structures" WG3 "Robustness of Structures". The main objective of the Action is to provide the basic framework and knowledge required for the efficient ans ...
Branco, Jorge M., Neves, Luís A. C.
core
Proceedings of International Structural Engineering and ConstructionThe study presented here aims to address some issues related to seismic design of structures, with special focus on the probabilistic modelling of reinforced concrete (RC) cross-sections capacity. It aims to validate the overstrength factors provided in Eurocode 8 for the design RC beams and columns.
Andrea Natali Zarate +3 more
openaire +1 more source