FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W4384917122> ?p ?o ?g. }

• W4384917122 endingPage "80" @default.
• W4384917122 startingPage "67" @default.
• W4384917122 abstract "The reinforced concrete (RC) buildings are a common sight in any urban environment and are often treated as a safe habitat. However, these myths have proved futile during devastative earthquakes (Bhuj (2001), Manipur (2016), Nepal (2015), Sikkim (2011) etc.) which have exposed the weakness of engineered buildings in facing the eventuality. In view of this, seismic codes have undergone revisions with time to provide a safe and functional RC building design under earthquake forces. However, given the research updates resulting in revisions of seismic codes, there is a need to evaluate the performance of existing RC buildings ensuring conformity of latest code regulations. It has been reported that most of the existing RC buildings were constructed with or without seismic provisions and are proved to be vulnerable during a disastrous earthquake event. Hence, due to the necessity and importance of transforming these vulnerable building stocks into safe functional buildings, seismic structural assessment of RC buildings is a necessity. Therefore, RC multi-storied building existing in Warangal city, Telangana State is considered as case study to visualize the structural behavior under earthquake forces. The nonlinear static analysis is performed on the structural model of the existing multi-storied RC building to evaluate its inelastic behavior. The outcome of this analysis envisages the structural capacity and its performance under design earthquake forces in terms of response parameters i.e., absolute horizontal displacement, inter-story drift (IDR) and ductility. Further, suitable repair/strengthening measures necessary for the building structure to remain functional at the chosen performance objective during its serviceable lifetime can be proposed. Moreover, the structural assessment of modified/strengthened structural model conforming to the latest Indian Standard (IS) codal provisions for the chosen performance objective, portray its structural behavior and nonlinear capacity achieved under design seismic load. It can be observed from the results, that existing old RC building possess limited or no ductility and modified/strengthened RC building structure has improved capacity and ductility. This approach of ensuring the functionality of the RC building configuration for the chosen performance objective needs to be extended for all existing RC buildings in any urban environment to arrive at safe functional and resilient habitat for the mankind." @default.
• W4384917122 created "2023-07-21" @default.
• W4384917122 creator A5012010498 @default.
• W4384917122 creator A5034003105 @default.
• W4384917122 date "2023-01-01" @default.
• W4384917122 modified "2023-09-24" @default.
• W4384917122 title "Structural Behavior Assessment of Existing Reinforced Concrete (RC) Buildings Under Earthquakes" @default.
• W4384917122 cites W1971819038 @default.
• W4384917122 cites W2086675846 @default.
• W4384917122 cites W2396185471 @default.
• W4384917122 cites W2766782271 @default.
• W4384917122 cites W3016848006 @default.
• W4384917122 cites W3017640245 @default.
• W4384917122 cites W3080119645 @default.
• W4384917122 cites W3188720906 @default.
• W4384917122 doi "https://doi.org/10.1007/978-981-99-1604-7_6" @default.
• W4384917122 hasPublicationYear "2023" @default.
• W4384917122 type Work @default.
• W4384917122 citedByCount "0" @default.
• W4384917122 crossrefType "book-chapter" @default.
• W4384917122 hasAuthorship W4384917122A5012010498 @default.
• W4384917122 hasAuthorship W4384917122A5034003105 @default.
• W4384917122 hasConcept C103711010 @default.
• W4384917122 hasConcept C127413603 @default.
• W4384917122 hasConcept C147176958 @default.
• W4384917122 hasConcept C182358397 @default.
• W4384917122 hasConcept C2777212017 @default.
• W4384917122 hasConcept C2988805333 @default.
• W4384917122 hasConcept C2993765125 @default.
• W4384917122 hasConcept C66938386 @default.
• W4384917122 hasConcept C77595967 @default.
• W4384917122 hasConcept C83176761 @default.
• W4384917122 hasConceptScore W4384917122C103711010 @default.
• W4384917122 hasConceptScore W4384917122C127413603 @default.
• W4384917122 hasConceptScore W4384917122C147176958 @default.
• W4384917122 hasConceptScore W4384917122C182358397 @default.
• W4384917122 hasConceptScore W4384917122C2777212017 @default.
• W4384917122 hasConceptScore W4384917122C2988805333 @default.
• W4384917122 hasConceptScore W4384917122C2993765125 @default.
• W4384917122 hasConceptScore W4384917122C66938386 @default.
• W4384917122 hasConceptScore W4384917122C77595967 @default.
• W4384917122 hasConceptScore W4384917122C83176761 @default.
• W4384917122 hasLocation W43849171221 @default.
• W4384917122 hasOpenAccess W4384917122 @default.
• W4384917122 hasPrimaryLocation W43849171221 @default.
• W4384917122 hasRelatedWork W2016366627 @default.
• W4384917122 hasRelatedWork W2027106154 @default.
• W4384917122 hasRelatedWork W2030066242 @default.
• W4384917122 hasRelatedWork W2042270601 @default.
• W4384917122 hasRelatedWork W2244630094 @default.
• W4384917122 hasRelatedWork W2275071413 @default.
• W4384917122 hasRelatedWork W2303052895 @default.
• W4384917122 hasRelatedWork W2743987471 @default.
• W4384917122 hasRelatedWork W2887304904 @default.
• W4384917122 hasRelatedWork W3216382095 @default.
• W4384917122 isParatext "false" @default.
• W4384917122 isRetracted "false" @default.
• W4384917122 workType "book-chapter" @default.