Matches in SemOpenAlex for { <https://semopenalex.org/work/W2948201804> ?p ?o ?g. }
Showing items 1 to 81 of
81
with 100 items per page.
- W2948201804 endingPage "20190035" @default.
- W2948201804 startingPage "20190035" @default.
- W2948201804 abstract "An experimental study was conducted for the prediction of the seismic performance levels of corroded reinforced concrete (RC) columns as a function of the initial corrosion crack widths. A full-scale accelerated-corrosion pool was used to corrode 25 full-scale RC columns. The initial crack widths at different levels of corrosion were measured for three different concrete strength levels: 9, 27, and 37 MPa. The seismic performance levels of corroded RC columns under combined cyclic lateral-displacement excursions at two different axial-load ratios (0.20 and 0.40) were measured. The corrosion levels obtained for the initially measured corrosion crack widths were used for establishing a correlation with the lateral-displacement capacities of the RC columns according to an energy-based method. Three empirical models were developed. The first was for predicting the cross-sectional area reduction of reinforcement bars according to the initial corrosion crack widths. The second model was for predicting the percentage of energy capacity of RC columns as a function of the drift ratio and corrosion levels. The third model was for predicting the seismic performance levels of RC columns as a function of the initial corrosion crack widths and was used for an in situ structural assessment. The experimental test results showed that above a 2% drift ratio, all uncorroded RC columns (regardless of the concrete strength levels) exhibited a sudden reduction in energy capacity, and their total energy capacity was consumed. In the case of corrosion, the energy capacity of concrete with high strength levels was prematurely exhausted above a 1.4% drift ratio because of the effects of the corrosion products under the high strength levels of the concrete." @default.
- W2948201804 created "2019-06-14" @default.
- W2948201804 creator A5015221020 @default.
- W2948201804 creator A5059615723 @default.
- W2948201804 creator A5077482683 @default.
- W2948201804 date "2019-03-01" @default.
- W2948201804 modified "2023-09-29" @default.
- W2948201804 title "Prediction of Seismic Performance Levels of Corroded Reinforced Concrete Columns as a Function of Crack Width" @default.
- W2948201804 cites W1972183656 @default.
- W2948201804 cites W1973841836 @default.
- W2948201804 cites W1991297140 @default.
- W2948201804 cites W2018308822 @default.
- W2948201804 cites W2022332041 @default.
- W2948201804 cites W2029857602 @default.
- W2948201804 cites W2031656115 @default.
- W2948201804 cites W2032786205 @default.
- W2948201804 cites W2047949258 @default.
- W2948201804 cites W2063292272 @default.
- W2948201804 cites W2070200337 @default.
- W2948201804 cites W2084900056 @default.
- W2948201804 cites W2097451945 @default.
- W2948201804 cites W2207633728 @default.
- W2948201804 cites W2342592813 @default.
- W2948201804 cites W2791002450 @default.
- W2948201804 cites W4235994528 @default.
- W2948201804 doi "https://doi.org/10.1520/acem20190035" @default.
- W2948201804 hasPublicationYear "2019" @default.
- W2948201804 type Work @default.
- W2948201804 sameAs 2948201804 @default.
- W2948201804 citedByCount "3" @default.
- W2948201804 countsByYear W29482018042022 @default.
- W2948201804 countsByYear W29482018042023 @default.
- W2948201804 crossrefType "journal-article" @default.
- W2948201804 hasAuthorship W2948201804A5015221020 @default.
- W2948201804 hasAuthorship W2948201804A5059615723 @default.
- W2948201804 hasAuthorship W2948201804A5077482683 @default.
- W2948201804 hasConcept C107551265 @default.
- W2948201804 hasConcept C127313418 @default.
- W2948201804 hasConcept C127413603 @default.
- W2948201804 hasConcept C135677250 @default.
- W2948201804 hasConcept C15744967 @default.
- W2948201804 hasConcept C159985019 @default.
- W2948201804 hasConcept C187320778 @default.
- W2948201804 hasConcept C192562407 @default.
- W2948201804 hasConcept C20625102 @default.
- W2948201804 hasConcept C2988805333 @default.
- W2948201804 hasConcept C542102704 @default.
- W2948201804 hasConcept C66938386 @default.
- W2948201804 hasConceptScore W2948201804C107551265 @default.
- W2948201804 hasConceptScore W2948201804C127313418 @default.
- W2948201804 hasConceptScore W2948201804C127413603 @default.
- W2948201804 hasConceptScore W2948201804C135677250 @default.
- W2948201804 hasConceptScore W2948201804C15744967 @default.
- W2948201804 hasConceptScore W2948201804C159985019 @default.
- W2948201804 hasConceptScore W2948201804C187320778 @default.
- W2948201804 hasConceptScore W2948201804C192562407 @default.
- W2948201804 hasConceptScore W2948201804C20625102 @default.
- W2948201804 hasConceptScore W2948201804C2988805333 @default.
- W2948201804 hasConceptScore W2948201804C542102704 @default.
- W2948201804 hasConceptScore W2948201804C66938386 @default.
- W2948201804 hasIssue "3" @default.
- W2948201804 hasLocation W29482018041 @default.
- W2948201804 hasOpenAccess W2948201804 @default.
- W2948201804 hasPrimaryLocation W29482018041 @default.
- W2948201804 hasRelatedWork W2361223871 @default.
- W2948201804 hasRelatedWork W2380293314 @default.
- W2948201804 hasRelatedWork W2380900893 @default.
- W2948201804 hasRelatedWork W2610509641 @default.
- W2948201804 hasRelatedWork W2902952323 @default.
- W2948201804 hasRelatedWork W3082440218 @default.
- W2948201804 hasRelatedWork W3097783663 @default.
- W2948201804 hasRelatedWork W3197732651 @default.
- W2948201804 hasRelatedWork W4366262926 @default.
- W2948201804 hasRelatedWork W806104382 @default.
- W2948201804 hasVolume "8" @default.
- W2948201804 isParatext "false" @default.
- W2948201804 isRetracted "false" @default.
- W2948201804 magId "2948201804" @default.
- W2948201804 workType "article" @default.