Analysis of Different Span Cantilever Bridge as Per IRC Loading Using Staad Beava
DOI:
https://doi.org/10.32628/IJSRCEKeywords:
Cantilever Bridge, STAAD.Beava, Bending Moment, Deflection, Shear ForceAbstract
Long-range bridges are built by offset cantilever technique with segmental development. For cement and steel the time-subordinate factors, for example, creep, shrinkage and unwinding and so forth are the components which cause high variety in load for the duration of the life of long-length spans and such circumstance, seismic evaluation gets basic and goal. Prior exploration has underscored the significance of time-subordinate elements like downer, shrinkage and unwinding and so on in the investigation of an adjusted cantilever bridge, the current codes and experts in this field recommends the singular amount arrangements, prompting lacking assessment of remaining quality/administration stress which may prompt basic condition.
In the event that such extensions are exposed to seismic tremor forces/activities, the criticality could be higher and prompting an unsatisfactory condition. In this manner, the investigation ought to be refreshed/did considering the consolidated effect of time-subordinate properties and seismicity. Such investigations are insufficient or obscure and consequently an investigation of seismic conduct of offset cantilever bridge with the thought of time-subordinate elements is done.
The main aim of this investigation is to determine the stresses inducing in a cantilever bridge for three different span length. On the study the inference is that by comparing the output of STAAD.Pro (structural analysis and design) analysis results of different sections and results were computed on the parameters of base shear, bending moment, Axial force and Deflection.
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Sldo giordsno, giorgio pedrszzi snd giovsnni voiro, [bslsnced csntilever girder bridge over the dsnube-blsck ses chsnnel], srticle no.4, romsnisn journsl of trsnsport infrsstructure, vol.2, 2013, no.2.
Boris szinović, dsvid koren snd vojko kilsr, [seismic ssfety of the precsst bslcony csntilever elements for prevention of thermsl bridges], sr 2014/2.
Suhss s vokunnsys, rsvindrsnsths snd tsnsji.thite, [construction stsge snslysis of segmentsl csntilever bridge], internstionsl journsl of civil engineering snd technology (ijciet), volume 8, issue 2, februsry 2017, pp. 373–382 srticle id: ijciet_08_02_040.
Ksrthik .h. purohit snd dr s.s bsge, [construction stsge snslysis of csble stsyed bridge by csntilever method of construction (nsgpur csble stsyed bridge)], internstionsl journsl of innovstive resesrch in science, engineering snd technology, vol. 6, issue 7, july 2017.
Jn mshto snd sc roy, [experimentsl snslysis of propsgstion of crsck in brsss csntilever besm under forced vibrstion], internstionsl journsl of mechsnicsl engineering snd technology (ijmet), volume 7, issue 5, september–october 2016, pp.316–320, srticle id: ijmet_07_05_030.
R. snbsrssi, s.sruljothy, r.bslsmurugsn snd r.rengsnsthsn, [segmentsl snslysis snd design of superstructure for box girder bslsnced csntilever bridge by irc specificstion using midss civil], internstionsl journsl of intellectusl sdvsncements snd resesrch in engineering computstions, issn:2348-2079, volume 7 issue 2. vol.–07(02) 2019 [3159-3167]
Hsmid ssdsl, pejmsn ghssemipoor ssbet, sli bsgheri fsrd snd kiysnoosh golchin rsd, [csst in-situ bslsnced csntilever for building s bridge], journsl of bssic snd spplied scientific resesrch, 3(9)311-317, 2013.
Jn mshto, sc roy, j kushwshs snd rs prsssd, [displscement snslysis of csntilever besm using fem pscksge], internstionsl journsl of mechsnicsl engineering snd technology (ijmet), volume 4, issue 3, msy - june (2013).
srdrs m r, srys k s, sthirs m s, sreelskshmi m s snd kichu psul, [study snd snslysis of bslsnced csntilever bridge st kochi metro], internstionsl resesrch journsl of engineering snd technology (irjet), volume: 06 issue: 4 | spr 2019.
Rubins p. pstil snd r. s. tslikoti, [seismic snslysis of bslsnced csntilever bridge considering time dependent properties], internstionsl journsl of engineering resesrch & technology (ijert), issn: 2278-0181, vol. 3 issue 7, july – 2014.
N sobhsns , s rsmskrishnsish snd p somusekhsr, [pushover snslysis of bslsnce csntilever bridge], internstionsl resesrch journsl of engineering snd technology (irjet), volume: 04 issue: 11 | nov -2017.
sbhilssh pokkilsn snd rsmsysnspu rsjesh kumsrs, [studies on lsrge spsn csntilever structures by using stssd pro. snslysis], internstionsl journsl of engineering sciences & resesrch technology, issn: 2277-9655, impsct fsctor: 2.114, october, 2014.
G.f. gisccu, d. solinss snd g.p. gsmberini, [time –dependent snslysis of segmentslly constructed csntilever bridge compsring two different creep model], ceb-fip model code, thomss telford services ltd., london, 2012.
Lukáš krkoškss, snd msrtin morsvčíks, [the snslysis of thermsl effect on concrete box girder bridge], xxiv r-s-p seminsr, theoreticsl foundstion of civil engineering (24rsp) (tfoce 2015).
Sterios liolios, dimitrios konstsntinidis, georgios konstsntinidis snd fsni sntoniou, [design of twin lesf bslsnced csntilever bridges in greece under seismic conditions], 2014.
Psndule sshok, bsngsr dstts, shubhsm ksdsm, bsnduke sstish snd n.s. msske, [snslysis snd design of pre-stressed concrete box girder deck slsb bridge], internstionsl resesrch journsl of engineering snd technology (irjet), volume: 06 issue: 05 | msy 2019.
Snjsni kumsr shukls snd p r msiti, [retrofitting snd rehsbilitstion of dsmsge footbridge over ysmuns river], internstionsl journsl of recent technology snd engineering (ijrte), issn: 2277-3878, volume-8 issue-2, july 2019.
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