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001447359 001__ 1447359
001447359 003__ OCoLC
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001447359 019__ $$a1325645646
001447359 020__ $$a9783031047930$$q(electronic bk.)
001447359 020__ $$a3031047931$$q(electronic bk.)
001447359 020__ $$z9783031047923
001447359 020__ $$z3031047923
001447359 0247_ $$a10.1007/978-3-031-04793-0$$2doi
001447359 035__ $$aSP(OCoLC)1327839366
001447359 040__ $$aGW5XE$$beng$$erda$$epn$$cGW5XE$$dYDX$$dEBLCP$$dOCLCF$$dOCLCQ
001447359 049__ $$aISEA
001447359 050_4 $$aTA645
001447359 08204 $$a624.1/71$$223/eng/20220609
001447359 1112_ $$aASMA (Conference)$$d(2021).
001447359 24510 $$aAdvances in structural mechanics and applications :$$bproceedings of ASMA-2021.$$n(Volume 3) /$$cJosé António Fonseca de Oliveira Correia, Satyabrata Choudhury, Subhrajit Dutta, editors.
001447359 24630 $$aASMA-2021
001447359 264_1 $$aCham :$$bSpringer,$$c[2022]
001447359 264_4 $$c©2022
001447359 300__ $$a1 online resource (vii, 430 pages) :$$billustrations (chiefly color).
001447359 336__ $$atext$$btxt$$2rdacontent
001447359 337__ $$acomputer$$bc$$2rdamedia
001447359 338__ $$aonline resource$$bcr$$2rdacarrier
001447359 4901_ $$aStructural integrity,$$x2522-5618 ;$$vvolume 27
001447359 500__ $$aConference proceedings.
001447359 500__ $$aIncludes author index.
001447359 5050_ $$aIntro -- Contents -- Application of Mechanics to Concrete Material Science for Structures -- Abstract -- 1 Introduction -- 2 Workability and Rheology -- 3 Strength and Fracture at Pore Scale -- 4 Flow Through Porous Media and Durability -- 5 Conclusions -- References -- Investigation of Seismic Design Parameters in Irregular Reinforced Concrete Buildings with Masonry Infills -- Abstract -- 1 Introduction -- 2 Response Reduction Factor -- 3 Model Description -- 3.1 Material Parameters -- 3.1.1 Concrete Model -- 3.1.2 Steel Model -- 3.1.3 Inelastic Infill Panel Element (Infill)
001447359 5058_ $$a4 Results and Discussion -- 4.1 Pushover Curves -- 4.2 Base Shear -- 4.3 Ductility -- 4.4 Ductility Reduction Factor -- 4.5 Overstrength Factor -- 4.6 Response Reduction Factor -- 4.7 Suggested Modifications in the IS 1893 -- Part 1 (2016) -- 4.8 Damage Index -- 5 Conclusions -- References -- Railway Bridge Model Calibration Using the Search Group Algorithm -- Abstract -- 1 Introduction -- 2 Structural Optimization -- 2.1 Optimization Algorithms -- 2.2 Search Group Algorithm -- 3 Canelas Railway Bridge -- 3.1 Past Research -- 3.2 Numerical Models -- 3.2.1 Numerical Model C1
001447359 5058_ $$a3.2.2 Numerical Model C2 -- 3.2.3 Numerical Model C3 -- 4 Numerical Model Calibration -- 5 Conclusion -- References -- Aftershock Seismic Capacity Assessment of Concrete Bridge Piers Considering Post-mainshock Strength Degradation -- Abstract -- 1 Introduction -- 2 Design of Archetype Bridge Piers -- 3 Analytical Model Development and Validation -- 3.1 Strain-Based Strength Degradation Scheme -- 4 Ground Motion Suite -- 5 Static Pushover and Nonlinear Time History Analyses -- 6 Fragility Assessment of Bridge Piers Subjected to Mainshock-Aftershock Sequence -- 6.1 Characterization of Damage States
001447359 5058_ $$a6.2 Probabilistic Seismic Demand Model -- 6.3 Development of Fragility Curves -- 7 Conclusions -- Acknowledgement -- References -- Seismic Analysis of Carbon Fiber Reinforced Polymer Cable Structure Using ETABS -- Abstract -- 1 Introduction -- 2 Literature Review -- 3 Structure Modelling -- 3.1 Rigid Structure -- 3.2 Braced Structure -- 3.3 CFRP Cabled Structure -- 4 Structural Analysis -- 5 Results and Discussion -- 5.1 Equivalent Static Method -- 5.2 Response Spectrum Analysis -- 5.3 Time History Analysis -- 5.3.1 Rigid Model -- 5.3.2 Braced Model -- 5.3.3 Cabled Model
001447359 5058_ $$a5.3.4 Story Displacement Compared with all Models -- 5.4 Time Period -- 6 Conclusion -- References -- Analysis of Accidental Collision of Blue Whale with Submerged Floating Tunnel -- Abstract -- 1 Introduction -- 2 Literature Review -- 2.1 Inclination Mooring Angle -- 2.2 Influence of Impact Load -- 2.3 Accidental Sudden Breakage of Tethers -- 2.4 Effect of Resonance on SFT -- 3 Numerical Modelling -- 4 Results and Discussion -- 5 Conclusion -- References -- Structural Audit of Mutha River Bridge Using Displacement Sensors -- Abstract -- 1 Introduction -- 2 Literature Review -- 3 Methodology
001447359 506__ $$aAccess limited to authorized users.
001447359 520__ $$aThe proceedings of the conference is going to benefit the researchers, academicians, students and professionals in getting enlightened on latest technologies on structural mechanics, structure and infrastructure engineering. Further, work on practical applications of developed scientific methodologies to civil structural engineering will make the proceedings more interesting and useful to practicing engineers and structural designers.
001447359 588__ $$aOnline resource; title from PDF title page (SpringerLink, viewed June 9, 2022).
001447359 650_0 $$aStructural analysis (Engineering)$$vCongresses.
001447359 655_0 $$aElectronic books.
001447359 655_7 $$aConference papers and proceedings.$$2fast$$0(OCoLC)fst01423772
001447359 655_7 $$aConference papers and proceedings.$$2lcgft
001447359 7001_ $$aCorreia, José A. F. O.,$$d1984-$$eeditor.
001447359 7001_ $$aChoudhury, Satyabrata,$$eeditor.
001447359 7001_ $$aDutta, Subhrajit,$$eeditor.
001447359 77608 $$iPrint version: $$z3031047923$$z9783031047923$$w(OCoLC)1305912230
001447359 830_0 $$aStructural integrity (Series) ;$$vv. 27.$$x2522-5618
001447359 852__ $$bebk
001447359 85640 $$3Springer Nature$$uhttps://univsouthin.idm.oclc.org/login?url=https://link.springer.com/10.1007/978-3-031-04793-0$$zOnline Access$$91397441.1
001447359 909CO $$ooai:library.usi.edu:1447359$$pGLOBAL_SET
001447359 980__ $$aBIB
001447359 980__ $$aEBOOK
001447359 982__ $$aEbook
001447359 983__ $$aOnline
001447359 994__ $$a92$$bISE