FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W2040991837> ?p ?o ?g. }

• W2040991837 endingPage "118" @default.
• W2040991837 startingPage "89" @default.
• W2040991837 abstract "The geometric nonlinearity of off-diagonal bracing system (ODBS) could be a complementary system to covering and extending the nonlinearity of reinforced concrete material. Finite element modeling is performed for flexural frame, x-braced frame and the ODBS braced frame system at the initial phase. Then the different models are investigated along various analyses. According to the experimental results of flexural and x-braced frame, the verification is done. Analytical assessments are performed in according to three dimensional finite element modeling. Nonlinear static analysis is considered to obtain performance level and seismic behaviour, and then the response modification factors calculated from each model’s pushover curve. In the next phase, the evaluation of cracks observed in the finite element models, especially for RC members of all three systems is performed. The finite element assessment is performed on engendered cracks in ODBS braced frame for various time steps. The nonlinear dynamic time history analysis accomplished in different stories models for three records of Elcentro, Naghan and Tabas earthquake accelerograms. Dynamic analysis is performed after scaling accelerogram on each type of flexural frame, x-braced frame and ODBS braced frame one by one. The base-point on RC frame is considered to investigate proportional displacement under each record. Hysteresis curves are assessed along continuing this study. The equivalent viscous damping for ODBS system is estimated in according to references. Results in each section show the ODBS system has an acceptable seismic behaviour and their conclusions have been converged when the ODBS system is utilized in reinforced concrete frame." @default.
• W2040991837 created "2016-06-24" @default.
• W2040991837 creator A5069164239 @default.
• W2040991837 creator A5085068643 @default.
• W2040991837 date "2014-09-16" @default.
• W2040991837 modified "2023-10-14" @default.
• W2040991837 title "Finite Element Modeling and Nonlinear Analysis for Seismic Assessment of Off-Diagonal Steel Braced RC Frame" @default.
• W2040991837 cites W1590459064 @default.
• W2040991837 cites W1966224674 @default.
• W2040991837 cites W1979610287 @default.
• W2040991837 cites W1979896562 @default.
• W2040991837 cites W1990138142 @default.
• W2040991837 cites W1997974564 @default.
• W2040991837 cites W2002442550 @default.
• W2040991837 cites W2009907008 @default.
• W2040991837 cites W2013734272 @default.
• W2040991837 cites W2017275845 @default.
• W2040991837 cites W2017841312 @default.
• W2040991837 cites W2033944284 @default.
• W2040991837 cites W2047459639 @default.
• W2040991837 cites W2059666573 @default.
• W2040991837 cites W2060381451 @default.
• W2040991837 cites W2061506582 @default.
• W2040991837 cites W2070436613 @default.
• W2040991837 cites W2075593924 @default.
• W2040991837 cites W2077992203 @default.
• W2040991837 cites W2078517508 @default.
• W2040991837 cites W2102419735 @default.
• W2040991837 cites W2102462558 @default.
• W2040991837 cites W2104917349 @default.
• W2040991837 cites W2115952068 @default.
• W2040991837 cites W2119375607 @default.
• W2040991837 cites W2132610805 @default.
• W2040991837 cites W2171277514 @default.
• W2040991837 cites W4206058251 @default.
• W2040991837 doi "https://doi.org/10.1007/s40069-014-0089-9" @default.
• W2040991837 hasPublicationYear "2014" @default.
• W2040991837 type Work @default.
• W2040991837 sameAs 2040991837 @default.
• W2040991837 citedByCount "10" @default.
• W2040991837 countsByYear W20409918372016 @default.
• W2040991837 countsByYear W20409918372017 @default.
• W2040991837 countsByYear W20409918372018 @default.
• W2040991837 countsByYear W20409918372021 @default.
• W2040991837 countsByYear W20409918372022 @default.
• W2040991837 countsByYear W20409918372023 @default.
• W2040991837 crossrefType "journal-article" @default.
• W2040991837 hasAuthorship W2040991837A5069164239 @default.
• W2040991837 hasAuthorship W2040991837A5085068643 @default.
• W2040991837 hasBestOaLocation W20409918371 @default.
• W2040991837 hasConcept C107551265 @default.
• W2040991837 hasConcept C121332964 @default.
• W2040991837 hasConcept C125800246 @default.
• W2040991837 hasConcept C126042441 @default.
• W2040991837 hasConcept C127313418 @default.
• W2040991837 hasConcept C127413603 @default.
• W2040991837 hasConcept C130367717 @default.
• W2040991837 hasConcept C135628077 @default.
• W2040991837 hasConcept C15744967 @default.
• W2040991837 hasConcept C158622935 @default.
• W2040991837 hasConcept C159985019 @default.
• W2040991837 hasConcept C178405089 @default.
• W2040991837 hasConcept C187320778 @default.
• W2040991837 hasConcept C192562407 @default.
• W2040991837 hasConcept C2524010 @default.
• W2040991837 hasConcept C2777905996 @default.
• W2040991837 hasConcept C2779793219 @default.
• W2040991837 hasConcept C33923547 @default.
• W2040991837 hasConcept C500666722 @default.
• W2040991837 hasConcept C542102704 @default.
• W2040991837 hasConcept C62520636 @default.
• W2040991837 hasConcept C66938386 @default.
• W2040991837 hasConcept C78519656 @default.
• W2040991837 hasConceptScore W2040991837C107551265 @default.
• W2040991837 hasConceptScore W2040991837C121332964 @default.
• W2040991837 hasConceptScore W2040991837C125800246 @default.
• W2040991837 hasConceptScore W2040991837C126042441 @default.
• W2040991837 hasConceptScore W2040991837C127313418 @default.
• W2040991837 hasConceptScore W2040991837C127413603 @default.
• W2040991837 hasConceptScore W2040991837C130367717 @default.
• W2040991837 hasConceptScore W2040991837C135628077 @default.
• W2040991837 hasConceptScore W2040991837C15744967 @default.
• W2040991837 hasConceptScore W2040991837C158622935 @default.
• W2040991837 hasConceptScore W2040991837C159985019 @default.
• W2040991837 hasConceptScore W2040991837C178405089 @default.
• W2040991837 hasConceptScore W2040991837C187320778 @default.
• W2040991837 hasConceptScore W2040991837C192562407 @default.
• W2040991837 hasConceptScore W2040991837C2524010 @default.
• W2040991837 hasConceptScore W2040991837C2777905996 @default.
• W2040991837 hasConceptScore W2040991837C2779793219 @default.
• W2040991837 hasConceptScore W2040991837C33923547 @default.
• W2040991837 hasConceptScore W2040991837C500666722 @default.
• W2040991837 hasConceptScore W2040991837C542102704 @default.
• W2040991837 hasConceptScore W2040991837C62520636 @default.
• W2040991837 hasConceptScore W2040991837C66938386 @default.
• W2040991837 hasConceptScore W2040991837C78519656 @default.
• W2040991837 hasIssue "1" @default.
• W2040991837 hasLocation W20409918371 @default.

• next