FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W4321787014> ?p ?o ?g. }

• W4321787014 endingPage "595" @default.
• W4321787014 startingPage "595" @default.
• W4321787014 abstract "Evaluation of the residual seismic capacity (RSC) of post-earthquake damaged buildings is instrumental to the formation of reasonable recovery strategies. At present, incremental dynamic analysis (IDA) that considers the mainshock and aftershock is the method most frequently used to evaluate the RSC of damaged structures. However, the mainshock-induced structural damage determined using the IDA method may be inconsistent with the damage observed in actual engineering. This inconsistency could potentially lead to an unreasonable evaluation result. To overcome this drawback, it is necessary to evaluate the RSC of damaged structures according to their observed damage instead of that obtained by the IDA. In this paper, a method of evaluating the RSC of damaged reinforced concrete (RC) columns is proposed. First, the damage degree and distribution of the damaged columns were evaluated via visual inspection after mainshocks. Then, a numerical model was developed to predict the residual behavior of damaged columns subjected to aftershocks. After that, the RSC of damaged columns was estimated based on fragility analysis. The degradation of the collapse capacity of damaged columns was quantified by the collapse fragility index (CFI), and a parameter analysis was conducted to study the effect of structural parameters on the CFI of damaged columns. Lastly, an empirical model for predicting the CFI was proposed, facilitating the application of this study in actual post-earthquake assessments. The parameter analysis indicates that the axial load ratio of the columns and the degree of damage degree accumulated during mainshocks have a significant effect on the CFI. Additionally, the proposed empirical model can effectively predict the degradation of the collapse capacity of RC columns in existing test data, with an accuracy of 0.82." @default.
• W4321787014 created "2023-02-25" @default.
• W4321787014 creator A5047904253 @default.
• W4321787014 creator A5048379858 @default.
• W4321787014 creator A5064574915 @default.
• W4321787014 date "2023-02-23" @default.
• W4321787014 modified "2023-10-14" @default.
• W4321787014 title "Evaluation of the Residual Seismic Capacity of Post-Earthquake Damaged RC Columns Based on the Damage Distribution Model" @default.
• W4321787014 cites W1590459064 @default.
• W4321787014 cites W1969760883 @default.
• W4321787014 cites W1989336968 @default.
• W4321787014 cites W2014712737 @default.
• W4321787014 cites W2054367796 @default.
• W4321787014 cites W2065869151 @default.
• W4321787014 cites W2086125449 @default.
• W4321787014 cites W2098280243 @default.
• W4321787014 cites W2099241724 @default.
• W4321787014 cites W2170856632 @default.
• W4321787014 cites W2267673457 @default.
• W4321787014 cites W2324501550 @default.
• W4321787014 cites W2345511979 @default.
• W4321787014 cites W2560480424 @default.
• W4321787014 cites W2611904176 @default.
• W4321787014 cites W2752054643 @default.
• W4321787014 cites W2788488960 @default.
• W4321787014 cites W2794309614 @default.
• W4321787014 cites W2887320712 @default.
• W4321787014 cites W2889536971 @default.
• W4321787014 cites W2944199510 @default.
• W4321787014 cites W2999503366 @default.
• W4321787014 cites W3022450754 @default.
• W4321787014 cites W3131158828 @default.
• W4321787014 cites W3207888406 @default.
• W4321787014 cites W4285387638 @default.
• W4321787014 cites W4294577542 @default.
• W4321787014 cites W4303647056 @default.
• W4321787014 cites W4307141641 @default.
• W4321787014 cites W4307486692 @default.
• W4321787014 cites W4313894191 @default.
• W4321787014 cites W4319967374 @default.
• W4321787014 doi "https://doi.org/10.3390/buildings13030595" @default.
• W4321787014 hasPublicationYear "2023" @default.
• W4321787014 type Work @default.
• W4321787014 citedByCount "1" @default.
• W4321787014 countsByYear W43217870142023 @default.
• W4321787014 crossrefType "journal-article" @default.
• W4321787014 hasAuthorship W4321787014A5047904253 @default.
• W4321787014 hasAuthorship W4321787014A5048379858 @default.
• W4321787014 hasAuthorship W4321787014A5064574915 @default.
• W4321787014 hasBestOaLocation W43217870141 @default.
• W4321787014 hasConcept C104317684 @default.
• W4321787014 hasConcept C11413529 @default.
• W4321787014 hasConcept C121332964 @default.
• W4321787014 hasConcept C127313418 @default.
• W4321787014 hasConcept C127413603 @default.
• W4321787014 hasConcept C14519417 @default.
• W4321787014 hasConcept C155512373 @default.
• W4321787014 hasConcept C156801008 @default.
• W4321787014 hasConcept C165205528 @default.
• W4321787014 hasConcept C182358397 @default.
• W4321787014 hasConcept C185592680 @default.
• W4321787014 hasConcept C187320778 @default.
• W4321787014 hasConcept C2988805333 @default.
• W4321787014 hasConcept C41008148 @default.
• W4321787014 hasConcept C55493867 @default.
• W4321787014 hasConcept C64927066 @default.
• W4321787014 hasConcept C66938386 @default.
• W4321787014 hasConcept C80191262 @default.
• W4321787014 hasConcept C8128475 @default.
• W4321787014 hasConcept C84772758 @default.
• W4321787014 hasConcept C97355855 @default.
• W4321787014 hasConceptScore W4321787014C104317684 @default.
• W4321787014 hasConceptScore W4321787014C11413529 @default.
• W4321787014 hasConceptScore W4321787014C121332964 @default.
• W4321787014 hasConceptScore W4321787014C127313418 @default.
• W4321787014 hasConceptScore W4321787014C127413603 @default.
• W4321787014 hasConceptScore W4321787014C14519417 @default.
• W4321787014 hasConceptScore W4321787014C155512373 @default.
• W4321787014 hasConceptScore W4321787014C156801008 @default.
• W4321787014 hasConceptScore W4321787014C165205528 @default.
• W4321787014 hasConceptScore W4321787014C182358397 @default.
• W4321787014 hasConceptScore W4321787014C185592680 @default.
• W4321787014 hasConceptScore W4321787014C187320778 @default.
• W4321787014 hasConceptScore W4321787014C2988805333 @default.
• W4321787014 hasConceptScore W4321787014C41008148 @default.
• W4321787014 hasConceptScore W4321787014C55493867 @default.
• W4321787014 hasConceptScore W4321787014C64927066 @default.
• W4321787014 hasConceptScore W4321787014C66938386 @default.
• W4321787014 hasConceptScore W4321787014C80191262 @default.
• W4321787014 hasConceptScore W4321787014C8128475 @default.
• W4321787014 hasConceptScore W4321787014C84772758 @default.
• W4321787014 hasConceptScore W4321787014C97355855 @default.
• W4321787014 hasFunder F4320321001 @default.
• W4321787014 hasIssue "3" @default.
• W4321787014 hasLocation W43217870141 @default.
• W4321787014 hasOpenAccess W4321787014 @default.
• W4321787014 hasPrimaryLocation W43217870141 @default.
• W4321787014 hasRelatedWork W2170856632 @default.

• next