Matches in SemOpenAlex for { <https://semopenalex.org/work/W2795501389> ?p ?o ?g. }
Showing items 1 to 77 of
77
with 100 items per page.
- W2795501389 endingPage "431" @default.
- W2795501389 startingPage "431" @default.
- W2795501389 abstract "Construction of high rise buildings as supporting infrastructures for economic growth has increased significantly in numbers in many big cities around the world. In Indonesia, most of the high-rise buildings constructed are made of reinforced concrete structures. In principles, the use of high-strength concrete, coupled with high strength rebars for high rise r/c buildings will result in more efficient and more constructible r/c constructions. However, in Indonesia, the use of high strength rebars for seismic-resistant r/c buildings is still prohibited. SNI 2847:2013 Section 21 specifies that the yield strength for reinforcing bars used in structural elements of special moment resisting frames is limited to 420 MPa. This provision is meant to limit higher shear and higher bond demand in the structural elements assigned to dissipate seismic energy. This paper presents a study on the use of high strength rebars in seismic resistant r/c buildings. In the study, 20 story buildings located in a region with high seismicity are designed. Two types of rebars are used, i.e., those with the yield strength of 550 MPa and of 690 MPa. The building structures are designed as the special moment resisting frame. The seismic performances of the buildings are then investigated by performing non-linear time history analysis. Seven pairs of scaled ground motions are used for the analysis. From this analysis, the failure mechanism of r/c buildings reinforced with 550 MPa yield strength is governed by beam mechanism, while the buildings reinforced with 690MPa yield strength rebars shows failure mechanism dominated by story mechanism. Globally, the performance levels of the buildings are within the zone of Damage Control (i.e., between immediate occupancy and life safety). Based on the findings, some recommendations are proposed for the use of high strength rebars in the design of seismic resistant high rise r/c buildings." @default.
- W2795501389 created "2018-04-13" @default.
- W2795501389 creator A5007647358 @default.
- W2795501389 creator A5029295190 @default.
- W2795501389 date "2018-03-31" @default.
- W2795501389 modified "2023-10-05" @default.
- W2795501389 title "Seismic Performances of High Rise R/C Frame Structures Reinforced with High Strength Rebars" @default.
- W2795501389 doi "https://doi.org/10.18517/ijaseit.8.2.4318" @default.
- W2795501389 hasPublicationYear "2018" @default.
- W2795501389 type Work @default.
- W2795501389 sameAs 2795501389 @default.
- W2795501389 citedByCount "0" @default.
- W2795501389 crossrefType "journal-article" @default.
- W2795501389 hasAuthorship W2795501389A5007647358 @default.
- W2795501389 hasAuthorship W2795501389A5029295190 @default.
- W2795501389 hasBestOaLocation W27955013891 @default.
- W2795501389 hasConcept C121332964 @default.
- W2795501389 hasConcept C127413603 @default.
- W2795501389 hasConcept C134121241 @default.
- W2795501389 hasConcept C147176958 @default.
- W2795501389 hasConcept C159985019 @default.
- W2795501389 hasConcept C168834538 @default.
- W2795501389 hasConcept C170901245 @default.
- W2795501389 hasConcept C179254644 @default.
- W2795501389 hasConcept C182358397 @default.
- W2795501389 hasConcept C187320778 @default.
- W2795501389 hasConcept C192562407 @default.
- W2795501389 hasConcept C2988805333 @default.
- W2795501389 hasConcept C66938386 @default.
- W2795501389 hasConcept C74650414 @default.
- W2795501389 hasConcept C83176761 @default.
- W2795501389 hasConceptScore W2795501389C121332964 @default.
- W2795501389 hasConceptScore W2795501389C127413603 @default.
- W2795501389 hasConceptScore W2795501389C134121241 @default.
- W2795501389 hasConceptScore W2795501389C147176958 @default.
- W2795501389 hasConceptScore W2795501389C159985019 @default.
- W2795501389 hasConceptScore W2795501389C168834538 @default.
- W2795501389 hasConceptScore W2795501389C170901245 @default.
- W2795501389 hasConceptScore W2795501389C179254644 @default.
- W2795501389 hasConceptScore W2795501389C182358397 @default.
- W2795501389 hasConceptScore W2795501389C187320778 @default.
- W2795501389 hasConceptScore W2795501389C192562407 @default.
- W2795501389 hasConceptScore W2795501389C2988805333 @default.
- W2795501389 hasConceptScore W2795501389C66938386 @default.
- W2795501389 hasConceptScore W2795501389C74650414 @default.
- W2795501389 hasConceptScore W2795501389C83176761 @default.
- W2795501389 hasIssue "2" @default.
- W2795501389 hasLocation W27955013891 @default.
- W2795501389 hasOpenAccess W2795501389 @default.
- W2795501389 hasPrimaryLocation W27955013891 @default.
- W2795501389 hasRelatedWork W1540515194 @default.
- W2795501389 hasRelatedWork W1575388443 @default.
- W2795501389 hasRelatedWork W1988721404 @default.
- W2795501389 hasRelatedWork W1995216201 @default.
- W2795501389 hasRelatedWork W2018252271 @default.
- W2795501389 hasRelatedWork W2032385275 @default.
- W2795501389 hasRelatedWork W2168647901 @default.
- W2795501389 hasRelatedWork W2248454831 @default.
- W2795501389 hasRelatedWork W2273873170 @default.
- W2795501389 hasRelatedWork W2329439586 @default.
- W2795501389 hasRelatedWork W2416336988 @default.
- W2795501389 hasRelatedWork W2505372337 @default.
- W2795501389 hasRelatedWork W2562912781 @default.
- W2795501389 hasRelatedWork W2601318944 @default.
- W2795501389 hasRelatedWork W2971222012 @default.
- W2795501389 hasRelatedWork W3118381170 @default.
- W2795501389 hasRelatedWork W3184912975 @default.
- W2795501389 hasRelatedWork W3208593360 @default.
- W2795501389 hasRelatedWork W616297998 @default.
- W2795501389 hasRelatedWork W90216269 @default.
- W2795501389 hasVolume "8" @default.
- W2795501389 isParatext "false" @default.
- W2795501389 isRetracted "false" @default.
- W2795501389 magId "2795501389" @default.
- W2795501389 workType "article" @default.