04245nam a22005535i 4500001001800000003000900018005001700027007001500044008004100059020003700100024003500137050001300172072001600185072002300201072001500224245018800239250001800427264007200445300006700517336002600584337002600610338003600636347002400672490005800696505146800754520049502222650004002717650003402757650003702791650004602828650003802874650003102912650005302943650003602996700008703032700008503119700008503204700008503289710003403374773002603408776003603434776003603470776003603506830005803542856004603600912001403646912001403660999001703674978-981-99-6175-7DE-He21320251030110847.0cr nn 008mamaa231201s2024    si |    s    |||| 0|eng d  a97898199617579978-981-99-6175-77 a10.1007/978-981-99-6175-72doi 4aTH1-9745 7aTNK2bicssc 7aTEC0050502bisacsh 7aTNK2thema10aEmerging Trends in Composite Structuresh[electronic resource] :bSelect Proceedings of ICC-IDEA 2023 /cedited by Md. Abdul Mannan, R. Sathyanathan, N. Umamaheswari, Hemant S. Chore.  a1st ed. 2024. 1aSingapore :bSpringer Nature Singapore :bImprint: Springer,c2024.  aXII, 697 p. 447 illus., 374 illus. in color.bonline resource.  atextbtxt2rdacontent  acomputerbc2rdamedia  aonline resourcebcr2rdacarrier  atext filebPDF2rda1 aLecture Notes in Civil Engineering,x2366-2565 ;v3870 aChapter 1. Behaviour of quartz powder based fibre Reinforced concrete -- Chapter 2. Study On Self Consolidating Hybrid Fibre Reinforced Concrete -- Chapter 3. Effect of High Performance on Glass Fibre Reinforced Concrete Beams -- Chapter 4. Strength Of Concrete with Partial Replacement of Aggregate with Granite -- Chapter 5. Dynamic response of cable stayed bridge under seismic vulnerability analysis; State of the art -- Chapter 6. Complex and light-weight tensegrity structure under dynamic and impact loads; State of the art -- Chapter 7. Investigations on Ambient Cured Alkali-Activated One-Part Geopolymer Concrete -- Chapter 8. State of the art review on Synthesis and Utilization on Graphene Oxide in Concrete under Elevated Temperature -- Chapter 9. Analyzing the Characteristics of Self-Compacting, Basalt Fibre, Ultra-High-Performance Concrete Using Nano Waste Product at both high and Normal Temperature Changes -- Chapter 10. Behaviour of Double Layer Compound Cold Formed Steel Columns.-Chapter 11. Investigation on Innovative Cold-Formed Steel Built-Up Columns using lipped and unlipped channels -- Chapter 12. Experimental Investigation on the Incorporation of Reed Plant Ash in Concrete -- Chapter 13. Flexural Behaviour of Cold-Formed Ferritic Stainless Steel Built-up Joists -- Chapter 14. Flexural Behaviour of Corrugated Web Beams using Cold formed Steel -- Chapter 15. Experimental Study on Nanomaterials in High-Performance Concrete. etc.  aThis book presents the select proceedings of International Conference on Civil Engineering: Innovative Development in Engineering Advances (ICC IDEA 2023). This book covers the latest research in the areas of structural engineering and health monitoring, steel and composite structure, bridge and tunnel engineering, earthquake engineering, disaster management, and coastal and harbor engineering. The book is useful for researchers and professionals in related fields of civil engineering. 0aBuildingsxDesign and construction. 0aBuilding construction.965619 0aSustainable architecture.966051 0aConstruction industryxManagement.96606214aBuilding Construction and Design.24aSolid Construction.96562224aSustainable Architecture/Green Buildings.96605424aConstruction Management.9660631 aMannan, Md. Abdul.eeditor.4edt4http://id.loc.gov/vocabulary/relators/edt9678911 aSathyanathan, R.eeditor.4edt4http://id.loc.gov/vocabulary/relators/edt9678921 aUmamaheswari, N.eeditor.4edt4http://id.loc.gov/vocabulary/relators/edt9678931 aChore, Hemant S.eeditor.4edt4http://id.loc.gov/vocabulary/relators/edt9678942 aSpringerLink (Online service)0 tSpringer Nature eBook08iPrinted edition:z978981996174008iPrinted edition:z978981996176408iPrinted edition:z9789819961771 0aLecture Notes in Civil Engineering,x2366-2565 ;v38740uhttps://doi.org/10.1007/978-981-99-6175-7  aZDB-2-ENG  aZDB-2-SXE  c56726d56726