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210810s2021 enk ob 001 0 eng d |
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|a YDX
|b eng
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|c YDX
|d OPELS
|d OCLCO
|d N$T
|d OCLCF
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|a GBC195972
|2 bnb
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|a 020226184
|2 Uk
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|a 1287284462
|a 1287871493
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|a 9780128234365
|q (electronic bk.)
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|a 0128234369
|q (electronic bk.)
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|z 9780128233962
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|z 0128233966
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| 035 |
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|a (OCoLC)1263275422
|z (OCoLC)1287284462
|z (OCoLC)1287871493
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|a TA664
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| 082 |
0 |
4 |
|a 624.1821
|2 23
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1 |
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|a Liew, J. Y. Richard.
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1 |
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|a Design of steel-concrete composite structures using high strength materials /
|c J.Y. Richard Liew, Ming-Xiang Xiong and Bing-Lin Lai.
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| 260 |
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|a Duxford :
|b Woodhead Publishing,
|c 2021.
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| 300 |
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|a 1 online resource
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| 336 |
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|a text
|b txt
|2 rdacontent
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| 337 |
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|a computer
|b c
|2 rdamedia
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| 338 |
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|a online resource
|b cr
|2 rdacarrier
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| 490 |
1 |
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|a Woodhead Publishing series in civil and structural engineering
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| 504 |
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|a Includes bibliographical references and index.
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0 |
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|a Front cover -- Half title -- Full title -- Copyright -- Contents -- Foreword -- 1 -- Introduction -- 1.1 Concrete filled steel tubular columns -- 1.2 Concrete encased steel columns -- 1.3 Applications of high strength materials -- 1.4 Construction method -- 1.5 Design guide -- 2 -- Materials -- 2.1 Concrete -- 2.2 Structural steel -- 2.3 Reinforcing steel -- 2.4 Shear connector -- 2.5 Bolts -- 3 -- Test database -- 3.1 Test database on CFST columns -- 3.1.1 General -- 3.2 Influence of concrete strength -- 3.3 Influence of steel strength -- 3.4 Test database on CES columns -- 3.4.1 General -- 3.5 Influence of concrete strength -- 3.6 Influence of steel strength -- 3.7 Material compatibility between steel grade and concrete class -- 4 -- Design of steel-concrete �composite columns considering high strength materials -- 4.1 General -- 4.2 Local buckling -- 4.3 Resistance of cross sections -- 4.3.1 Resistance to compression -- 4.3.2 Resistance to shear forces -- 4.3.3 Resistance to combined compression and bending -- 4.4 Resistance of members -- 4.4.1 Resistance to compression -- 4.4.2 Resistance to combined compression and uniaxial bending -- 4.4.3 Resistance to combined compression and biaxial bending -- 4.5 Longitudinal shear -- 4.6 Load introduction -- 4.7 Differential shortening -- 4.8 Summary -- 5 -- Behaviour and analysis of high strength composite columns -- 5.1 General -- 5.2 Concrete encased steel members -- 5.2.1 Premature cover spalling of high strength concrete -- 5.2.1.1 Cover spalling phenomenon -- 5.2.1.2 Cover spalling mechanism -- 5.2.2 Confinement effect of CES section -- 5.2.2.1 Subdivision of confinement zone -- 5.2.2.2 Steel section-induced confinement -- 5.2.2.3 Double confinement within steel section -- 5.2.3 Behavioral analysis of CES members.
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|a 5.2.3.1 Fiber section analysis -- 5.2.3.2 Axial force-bending moment diagram -- 5.2.3.3 Load-deflection response -- 5.3 Concrete filled steel tubular members -- 5.3.1 Effect of concrete confinement in CFST columns -- 5.3.2 Flexural behavior -- 5.3.2.1 Equivalent stress block of concrete in compression zone -- 5.3.2.2 Effects of steel strength and neutral axis -- 5.3.2.3 Effective flexural stiffness -- 5.4 Numerical models for high strength CFST members -- 5.4.1 Constitutive model of steel tube confined concrete -- 5.4.2 Parameter calibration -- 5.4.3 Implementation in finite element analysis -- 6 -- Fire resistant design -- 6.1 General -- 6.2 Design fire scenarios -- 6.3 Fire performance of materials -- 6.3.1 Thermal properties -- 6.3.1.1 High- and ultra-high strength concretes -- 6.3.1.2 High strength steels -- 6.3.2 Spalling of concrete at elevated temperatures -- 6.3.3 Mechanical properties -- 6.3.3.1 High- and ultra high- strength concretes -- 6.3.3.2 High strength steels -- 6.4 Temperature fields -- 6.4.1 Heat transfer analysis by fdm -- 6.4.2 Parameters for heat transfer analysis -- 6.5 Prescriptive methods -- 6.5.1 Concrete filled steel tubular columns -- 6.5.2 Concrete encased steel columns -- 6.6 Fire engineering approaches -- 6.6.1 Design criteria -- 6.6.2 Simple calculation model -- 6.6.3 N-M interaction model -- 6.6.4 Differences between scm and nmim -- 6.7 Advanced calculation models -- 7 -- Special considerations for high strength materials -- 7.1 High tensile steel section ( f y > -- 460 N/mm 2 ) -- 7.1.1 Hot forming -- 7.1.2 Cold forming -- 7.1.3 Cutting -- 7.1.4 Bolt holes -- 7.1.5 Welding -- 7.1.6 Hot-Dip galvanization -- 7.1.7 Inspection of welds -- 7.2 High strength concrete ( f ck > -- 50 N/mm 2 ) -- 7.2.1 Cement -- 7.2.2 Coarse aggregate -- 7.2.3 Fine aggregate.
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|a 7.2.4 Supplementary cementitious materials -- 7.2.5 Superplasticizer -- 7.2.6 Mix proportion design -- 7.2.7 Quality control -- 7.2.8 Casting of concrete in steel tubes -- 7.3 Ultra high-performance concrete ( f ck > -- 120 MPa) -- 7.3.1 Cement -- 7.3.2 Silica fume -- 7.3.3 Supplementary cementitious materials -- 7.3.4 Coarse aggregates -- 7.3.5 Fine aggregates -- 7.3.6 Quartz powder -- 7.3.7 Superplasticizer -- 7.3.8 Fibers -- 7.3.9 Mix proportion design -- 7.3.10 Durability of UHPC -- 7.3.11 Creep and shrinkage of UHPC -- 8 -- Joints in composite construction -- 8.1 General -- 8.2 Column splices -- 8.2.1 Bolted splice joints -- 8.2.2 Welded splice joints -- 8.3 Steel beam to composite column joints -- 8.3.1 Simple connections -- 8.3.1.1 Fin plate connection -- 8.3.1.2 Through fin plate connection -- 8.3.1.3 T-Stub -- 8.3.1.4 Supporting bracket -- 8.3.2 Moment connections -- 8.3.2.1 External diaphragm plate -- 8.3.2.2 Internal diaphragm plate -- 8.3.2.3 Other types of moment connections -- 8.3.2.4 Detailing for connections with unequal beams -- 8.4 Reinforced concrete beam to composite column joints -- 8.4.1 Simple connections -- 8.4.2 Moment connections -- 8.4.2.1 Through reinforcements -- 8.4.2.2 Ring corbel with welded reinforcements -- 8.5 Column base joints -- 8.5.1 Simple connections -- 8.5.2 Moment connections -- 8.5.2.1 Exposed column bases -- 8.5.2.2 Embedded column bases -- 8.5.2.3 Concrete encased column bases -- A -- Design flowcharts -- B -- Work Examples and Comparison Studies -- C -- Design spreadsheets for composite columns -- References -- Index -- Back cover.
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| 650 |
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0 |
|a Composite construction.
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| 650 |
|
0 |
|a Building, Iron and steel.
|
| 650 |
|
0 |
|a Concrete construction.
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| 650 |
|
0 |
|a Structural design.
|
| 650 |
|
6 |
|a Construction mixte.
|0 (CaQQLa)201-0038949
|
| 650 |
|
6 |
|a Construction m�etallique.
|0 (CaQQLa)201-0000427
|
| 650 |
|
6 |
|a Construction en b�eton.
|0 (CaQQLa)201-0011578
|
| 650 |
|
6 |
|a Constructions
|x Calcul.
|0 (CaQQLa)201-0034510
|
| 650 |
|
7 |
|a composite construction.
|2 aat
|0 (CStmoGRI)aat300111640
|
| 650 |
|
7 |
|a Building, Iron and steel
|2 fast
|0 (OCoLC)fst00840918
|
| 650 |
|
7 |
|a Composite construction
|2 fast
|0 (OCoLC)fst00871671
|
| 650 |
|
7 |
|a Concrete construction
|2 fast
|0 (OCoLC)fst00874261
|
| 650 |
|
7 |
|a Structural design
|2 fast
|0 (OCoLC)fst01135628
|
| 700 |
1 |
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|a Xiong, Ming-Xiang.
|
| 700 |
1 |
|
|a Lai, Bing-Lin.
|
| 776 |
0 |
8 |
|i Print version:
|z 9780128234365
|
| 776 |
0 |
8 |
|i Print version:
|z 0128233966
|z 9780128233962
|w (OCoLC)1231958892
|
| 830 |
|
0 |
|a Woodhead Publishing series in civil and structural engineering.
|
| 856 |
4 |
0 |
|u https://sciencedirect.uam.elogim.com/science/book/9780128233962
|z Texto completo
|
