LEADER 05253nam 2200709 a 450 001 9910788961403321 005 20230725052651.0 010 $a1-283-23477-7 010 $a9786613234773 010 $a981-4324-59-0 035 $a(CKB)3400000000016253 035 $a(EBL)840570 035 $a(OCoLC)748215459 035 $a(SSID)ssj0000537511 035 $a(PQKBManifestationID)12251896 035 $a(PQKBTitleCode)TC0000537511 035 $a(PQKBWorkID)10553370 035 $a(PQKB)10682822 035 $a(MiAaPQ)EBC840570 035 $a(WSP)00007933 035 $a(Au-PeEL)EBL840570 035 $a(CaPaEBR)ebr10493518 035 $a(CaONFJC)MIL323477 035 $a(EXLCZ)993400000000016253 100 $a20110608d2011 uy 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt 182 $cc 183 $acr 200 10$aHenstock-Kurzweil integration on euclidean spaces$b[electronic resource] /$fLee Tuo Yeong 210 $aSingapore ;$aHackensack, N.J. $cWorld Scientific$dc2011 215 $a1 online resource (325 p.) 225 1 $aSeries in real analysis ;$vv. 12 300 $aDescription based upon print version of record. 311 $a981-4324-58-2 320 $aIncludes bibliographical references and indexes. 327 $aPreface; Contents; 1. The one-dimensional Henstock-Kurzweil integral; 1.1 Introduction and Cousin's Lemma; 1.2 Definition of the Henstock-Kurzweil integral; 1.3 Simple properties; 1.4 Saks-Henstock Lemma; 1.5 Notes and Remarks; 2. The multiple Henstock-Kurzweil integral; 2.1 Preliminaries; 2.2 The Henstock-Kurzweil integral; 2.3 Simple properties; 2.4 Saks-Henstock Lemma; 2.5 Fubini's Theorem; 2.6 Notes and Remarks; 3. Lebesgue integrable functions; 3.1 Introduction; 3.2 Some convergence theorems for Lebesgue integrals; 3.3 ?m-measurable sets; 3.4 A characterization of ?m-measurable sets 327 $a3.5 ?m-measurable functions3.6 Vitali Covering Theorem; 3.7 Further properties of Lebesgue integrable functions; 3.8 The Lp spaces; 3.9 Lebesgue's criterion for Riemann integrability; 3.10 Some characterizations of Lebesgue integrable functions; 3.11 Some results concerning one-dimensional Lebesgue integral; 3.12 Notes and Remarks; 4. Further properties of Henstock-Kurzweil integrable functions; 4.1 A necessary condition for Henstock-Kurzweil integrability; 4.2 A result of Kurzweil and Jarn ??k; 4.3 Some necessary and su cient conditions for Henstock- Kurzweil integrability 327 $a4.4 Harnack extension for one-dimensional Henstock-Kurzweil integrals4.5 Other results concerning one-dimensional Henstock- Kurzweil integral; 4.6 Notes and Remarks; 5. The Henstock variational measure; 5.1 Lebesgue outer measure; 5.2 Basic properties of the Henstock variational measure; 5.3 Another characterization of Lebesgue integrable functions; 5.4 A result of Kurzweil and Jarn ??k revisited; 5.5 A measure-theoretic characterization of the Henstock- Kurzweil integral; 5.6 Product variational measures; 5.7 Notes and Remarks; 6. Multipliers for the Henstock-Kurzweil integral 327 $a6.1 One-dimensional integration by parts6.2 On functions of bounded variation in the sense of Vitali; 6.3 The m-dimensional Riemann-Stieltjes integral; 6.4 A multiple integration by parts for the Henstock-Kurzweil integral; 6.5 Kurzweil's multiple integration by parts formula for the Henstock-Kurzweil integral; 6.6 Riesz Representation Theorems; 6.7 Characterization of multipliers for the Henstock-Kurzweil integral; 6.8 A Banach-Steinhaus Theorem for the space of Henstock- Kurzweil integrable functions; 6.9 Notes and Remarks; 7. Some selected topics in trigonometric series 327 $a7.1 A generalized Dirichlet test7.2 Fourier series; 7.3 Some examples of Fourier series; 7.4 Some Lebesgue integrability theorems for trigonometric series; 7.5 Boas' results; 7.6 On a result of Hardy and Littlewood concerning Fourier series; 7.7 Notes and Remarks; 8. Some applications of the Henstock-Kurzweil integral to double trigonometric series; 8.1 Regularly convergent double series; 8.2 Double Fourier series; 8.3 Some examples of double Fourier series; 8.4 A Lebesgue integrability theorem for double cosine series; 8.5 A Lebesgue integrability theorem for double sine series 327 $a8.6 A convergence theorem for Henstock-Kurzweil integrals 330 $aThe Henstock-Kurzweil integral, which is also known as the generalized Riemann integral, arose from a slight modification of the classical Riemann integral more than 50 years ago. This relatively new integral is known to be equivalent to the classical Per 410 0$aSeries in real analysis ;$vv. 12. 606 $aHenstock-Kurzweil integral 606 $aLebesgue integral 606 $aCalculus, Integral 615 0$aHenstock-Kurzweil integral. 615 0$aLebesgue integral. 615 0$aCalculus, Integral. 676 $a515.43 686 $aSK 430$2rvk 686 $aSK 620$2rvk 700 $aLee$b Tuo Yeong$f1967-$01574159 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910788961403321 996 $aHenstock-Kurzweil integration on euclidean spaces$93850264 997 $aUNINA LEADER 13092nam 22007695 450 001 9910728932303321 005 20251009082152.0 010 $a9783031291913 010 $a3031291913 024 7 $a10.1007/978-3-031-29191-3 035 $a(MiAaPQ)EBC30585297 035 $a(Au-PeEL)EBL30585297 035 $a(OCoLC)1381712438 035 $a(DE-He213)978-3-031-29191-3 035 $a(PPN)272263060 035 $a(CKB)26845786400041 035 $a(EXLCZ)9926845786400041 100 $a20230605d2023 u| 0 101 0 $aeng 135 $aurcnu|||||||| 181 $ctxt$2rdacontent 182 $cc$2rdamedia 183 $acr$2rdacarrier 200 10$aTesting and Experimentation in Civil Engineering $eFrom Current to Smart Technologies /$fedited by Carlos Chastre, José Neves, Diogo Ribeiro, Fernando F. S. Pinho, Hugo Biscaia, Maria Graça Neves, Paulina Faria, Rui Micaelo 205 $a1st ed. 2023. 210 1$aCham :$cSpringer Nature Switzerland :$cImprint: Springer,$d2023. 215 $a1 online resource (498 pages) 225 1 $aRILEM Bookseries,$x2211-0852 ;$v41 311 08$aPrint version: Chastre, Carlos Testing and Experimentation in Civil Engineering Cham : Springer,c2023 9783031291906 327 $aIntro -- Preface -- Acknowledgments -- Contents -- RILEM Publications -- 3D Modelling and Printing -- Use of Automated Control Machining Tools for Design, Construction, and Testing with Hydraulic Physical Models -- 1 Introduction -- 2 'Traditional' Constructive Methods -- 3 'Novel' Constructive Technologies -- 3.1 Framework -- 3.2 CNC Cutting-Subtracting Manufacturing -- 3.3 3D Modeling and Printing-Additive Manufacturing -- 3.4 Automation for Experimental Measurements and Control -- 4 Examples of Application of 'Novel' Constructive Technologies -- 4.1 3D Printing of a Complex-Shaped Flip Bucket -- 4.2 3D Printing of a Failed Dam with PLC Material -- 4.3 CNC Machining of a Mid-Bottom Spillway -- 4.4 Producing an Entire Physical Model Based on 'Novel' Technologies -- 5 Conclusions -- References -- 3D Modelling and Printing for the Design of the Wooden Structure of the Church of San Martín de Plasencia, Spain -- 1 Introduction -- 1.1 The Wooden Structure of the San Martíns' Church -- 1.2 Modifications in the '60 s of the Twentieth Century and Fire in 2020 -- 1.3 Objective -- 2 Use of the 3D Model for Checking the Structural Design -- 2.1 Digital Model of the Supporting Structure -- 2.2 Detection of Previous Structural Anomalies -- 2.3 Digital and Physical Models to Justify the Optimal Structural Form -- 2.4 Structural Basis -- 2.5 Dimensioning and Checking of Timber Transversal Sections -- 2.6 Structural-Legal Justification -- 3 Method Carried Out for 3D Modelling and 3D Printing -- 4 Conclusions -- References -- Biomaterials, Nanomaterials, and New Materials -- Thermal Properties of Polymer Adhesive Modified with TiO2 Used for Structural Strengthening -- 1 Introduction -- 2 Materials and Methods -- 2.1 Epoxy Resin and Granite Powder -- 2.2 Thermal Analysis -- 3 Results and Discussion -- 4 Conclusions -- References. 327 $aProduction and Characterization of Polymeric Capsules Containing Rejuvenators for Asphalt Mixtures Self-healing Purposes -- 1 Introduction -- 2 Experiments -- 2.1 Materials -- 2.2 Preparation of Microcapsules -- 2.3 Testing Methods -- 3 Results and Discussions -- 3.1 Characterization of Microcapsules -- 3.2 Self-healing of Bituminous Mastic -- 4 Conclusions -- References -- A Review of Laboratory Tests to Evaluate Agro-Industrial Wastes Properties as Building Materials -- 1 Introduction -- 2 Testing Agro-Industrial Wastes and Composites -- 2.1 Agro-Industrial Wastes -- 2.2 Composites -- 2.3 Bio-Susceptibility -- 3 Discussion -- 4 Conclusions -- References -- Geotechnical Characterization of Vegetal Biomass Ashes Based Materials for Liner Production -- 1 Introduction -- 2 Methodology -- 3 Results and Discussion -- 3.1 Geotechnical Characterization -- 3.2 Mechanical Performance -- 3.3 Hydraulic Conductivity -- 3.4 Chemical and Mineralogical Composition -- 4 Conclusion -- References -- An Input in the Asian Wasp Nest (AWN) Study -- 1 Introduction -- 2 Context -- 3 Some Highlights About AWN -- 4 The AWN Used as the Study Case -- 5 X-ray Test of the AWN -- 6 Conclusions -- References -- Destructive and Non-destructive Testing -- Moisture Buffering Value of Plasters: The Influence of Two Different Test Methods -- 1 Introduction -- 2 Moisture Buffering Value -- 2.1 NORDTEST Protocol -- 2.2 ISO 24353 -- 3 Tested Plasters -- 4 Results -- 5 Conclusions -- References -- Study on the Effect of the Bedding Mortar Composition on the Shear and Compression Behavior of Old Brick Masonry Walls -- 1 Introduction -- 2 Mechanical Properties of the Mortars -- 3 Diagonal Compression Tests -- 4 Axial Compression Tests -- 5 Conclusion -- References -- New Methodology for Rocks' Geomechanical Characterization with Schmidt Sclerometer -- 1 Introduction. 327 $a2 Materials and Methods -- 3 Results and Discussion -- 4 Conclusions -- References -- Experimental Analysis of Traditional Stone Masonry Walls Under Blast Loadings -- 1 Experimental Work -- 2 Visual Damage Assessment -- 3 Results -- 3.1 Comparison of Experimental and Theoretical Shock Wave Profiles -- 3.2 Comparison of Incident Peak and Reflected Pressures -- 3.3 Comparison of Incident and Reflected Impulses -- 4 Conclusions -- References -- Dynamic Behavior of a Two-Storey Cross Laminated Timber Mockup -- 1 Introduction -- 2 Materials and Method -- 3 Ambient Vibration Test and Modal Identification -- 4 Numerical Modeling -- 4.1 Parametric Analyses on Epistemic Uncertainties -- 4.2 Parametric Analyses on Aleatory Uncertainties -- 4.3 Calibration -- 5 Conclusions -- References -- Shear Capacity Assessment of Steel-To-CLT Connectors -- 1 Introduction -- 2 Materials and Method -- 2.1 Theory -- 2.2 Description of Specimens and Testing Procedure -- 3 Results -- 3.1 Characterization of Shear Strength and Stiffness -- 3.2 Discussion of Results -- 4 Conclusions -- References -- Test Procedures for the Characterization of Earth Plastering Mortars: Necessary Adaptations -- 1 Introduction -- 2 Adaptation of Tests to Characterize Earth Mortars -- 2.1 Specimens and Samples -- 2.2 Capillary Absorption and Drying -- 2.3 Water Erosion by Dripping Action -- 3 Characterization Tests of Earth Plasters that Can be Carried Out on Other Mortars -- 3.1 Linear Shrinkage -- 3.2 Dry Abrasion Resistance -- 3.3 Adsorption and Desorption -- 3.4 Surface Cohesion -- 4 Conclusions -- References -- Large Static Testing Equipment: Design and Testing of a Settlement Facility -- 1 Introduction -- 2 Experimental Facility Description -- 3 Settlement Tests on Masonry Shear Walls -- 4 Conclusions -- References -- A Discussion on the Determination of Permeability and Absorption in Concrete. 327 $a1 Introduction -- 2 Existing Structures: LCA and Experimental Tests -- 2.1 LCA for Interventions on Concrete Structures -- 2.2 Intervention Intervals and Sustainability -- 3 Past and Present Experimental Methods for Permeability Determination -- 3.1 Literature Review -- 3.2 Current Test Standards for Concrete Watertightness -- 4 Discussion -- 5 Conclusions -- References -- Physical Methods and Scanning Electron Microscopy for Evaluation of Bioclogging in Geotextiles -- 1 Introduction -- 2 Methods for Bioclogging Evaluation -- 2.1 Permeability and Permittivity Tests -- 2.2 Scanning Electron Microscopy -- 2.3 Weighing Experiments -- 2.4 Tracer Experiments -- 3 Preliminary Tests on Biofilm Growing in a Non-woven Geotextiles -- 4 Analysis and Discussion -- 5 Conclusions -- References -- A Comparative Experimental Campaign to Estimate the Normal Interface Stiffness of Dry-Joint Masonry Structures -- 1 Introduction -- 2 Experimental Campaign -- 2.1 Material and Specimens -- 2.2 Deformation-Based Tests -- 2.3 Vibration-Based Tests -- 3 Normal Interface Stiffness -- 3.1 Deformation-Based Results -- 3.2 Vibration-Based Results -- 3.3 Comparison of Deformation- and Vibration-Based Results -- 4 Conclusions -- References -- Thermal Properties of Polymer Floor Coating with Alternative Granite Powder Filler -- 1 Introduction -- 2 Materials and Methods -- 2.1 Epoxy Resin and Granite Powder -- 2.2 Thermal Analysis -- 3 Results and Discussion -- 4 Conclusions -- References -- Absorption Tests of Binary and Ternary Mortar Mixtures and Their Relationship with Compressive Strength -- 1 Introduction -- 2 Materials and Methods -- 2.1 Materials -- 2.2 Mix Design, Mixing Procedure, and Testing Methods -- 3 Results and Discussion -- 3.1 Effect of Supplementary Cementitious Materials on the Capillary Absorption -- 3.2 Relationship Between Absorption and Compressive Strength. 327 $a4 Conclusions -- References -- Precision of Test Methods for Hot Mix Asphalt -- 1 Introduction -- 2 Methodology -- 2.1 Materials -- 2.2 Experimental Procedure -- 3 Results and Discussion -- 4 Conclusion -- References -- Assessment of Mechanical and Physical Behaviour of Sandstones Through Quasi Non-destructive Tests -- 1 Introduction -- 2 Experimental Programme -- 2.1 Open Porosity and Densities -- 2.2 Compressive Strength -- 2.3 Drilling Strength -- 3 Results -- 4 Conclusions -- References -- Inspection, Monitoring, and Automatic Damage Identification -- Design and Construction of a Test Setup to Investigate Ground Settlement Response of Large-Scale Masonry Building Models -- 1 Introduction -- 2 Masonry Building Model and Design of a Settlement Test Setup -- 2.1 Building Model -- 2.2 Settlement Scenario -- 2.3 Design of Settlement Test Apparatus -- 2.4 Site Validations for Settlement Test Setup Before the Construction of the Building Model -- 3 Experimental Testing of the Masonry Building -- 4 Conclusions -- References -- Metrological Characterization and Traceability of the Strain Column Measurement Standard -- 1 Introduction -- 2 Metrological Testing of Compression Machines -- 3 Experimental Methods -- 3.1 Dimensional and Geometrical Characterization -- 3.2 Calibration -- 3.3 Uniformity -- 3.4 Conformity Assessment -- 4 Results -- 4.1 Dimensional and Geometrical Characterization -- 4.2 Calibration -- 4.3 Uniformity -- 5 Conclusions -- References -- Experimental Design for Building Retrofit Studies: The Assessment of the Thermal Behaviour of a Solar Passive Retrofit Solution -- 1 Introduction -- 2 The Retrofit Solution -- 3 The Design of the Experimental Setup -- 4 Results -- 4.1 Results from the Heating Season -- 4.2 Results from the Cooling Season -- 5 Conclusion -- References. 327 $aCondition Assessment of a Metallic Runway Beam Based on Dynamic and Static Testing. 330 $aThis book gathers the peer-reviewed selected papers presented at the 3rd International Conference on Testing and Experimentation in Civil Engineering (TEST&E 2022), held in Almada, Portugal, on June 21-23, 2022. It showcases the role of smart technologies in all civil engineering areas, such as structures and construction, geotechnics and natural resources, hydraulics and water resources, transportation and communication networks. The conference topics encompass big data and advanced data processing systems, AI applications, virtual and augmented reality, 3D modeling and printing, digital twins, automation, sensing and detection technologies, inspection, monitoring and automatic damage identification, destructive and non-destructive testing, bio, nano and new materials, disaster risk reduction and emergency management. As such the book represents an invaluable, up-to-the-minute tool, and offers an important platform to engineers and architects. 410 0$aRILEM Bookseries,$x2211-0852 ;$v41 606 $aCivil engineering 606 $aMaterials 606 $aImage processing$xDigital techniques 606 $aComputer vision 606 $aCivil Engineering 606 $aMaterials for Devices 606 $aComputer Imaging, Vision, Pattern Recognition and Graphics 615 0$aCivil engineering. 615 0$aMaterials. 615 0$aImage processing$xDigital techniques. 615 0$aComputer vision. 615 14$aCivil Engineering. 615 24$aMaterials for Devices. 615 24$aComputer Imaging, Vision, Pattern Recognition and Graphics. 676 $a620.0044 700 $aChastre$b Carlos$01266996 701 $aNeves$b Jose?$00 701 $aRibeiro$b Diogo$01266997 701 $aPinho$b Fernando F. S$01365648 701 $aBiscaia$b Hugo$01365649 701 $aNeves$b Maria Graça$01266998 701 $aFaria$b Paulina$01266999 701 $aMicaelo$b Rui$01365650 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910728932303321 996 $aTesting and Experimentation in Civil Engineering$93387824 997 $aUNINA