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  • 1
    Online-Ressource
    Online-Ressource
    Wiesbaden :Springer Gabler,
    UID:
    almafu_BV043503794
    Umfang: 1 Online-Ressource (XIII, 125 S. 18 Abb., 11 Abb. in Farbe).
    ISBN: 978-3-658-11809-9
    Weitere Ausg.: Erscheint auch als Druckausgabe ISBN 978-3-658-11808-2
    Sprache: Deutsch
    Fachgebiete: Wirtschaftswissenschaften
    RVK:
    Schlagwort(e): Markenpolitik
    URL: Volltext  (URL des Erstveröffentlichers)
    URL: Volltext  (URL des Erstveröffentlichers)
    URL: Volltext  (URL des Erstveröffentlichers)
    Mehr zum Autor: Bruce, Annette 1965-
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  • 2
    UID:
    almahu_9949190327002882
    Umfang: xiii, 216 pages ; , 24 cm.
    ISBN: 0821322125
    Serie: The World Bank comparative macroeconomic studies
    Weitere Ausg.: Print Version: ISBN 9780821322123
    Sprache: Englisch
    URL: Volltext  (URL des Erstveröffentlichers)
    URL: Volltext  (Deutschlandweit zugänglich)
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  • 3
    Online-Ressource
    Online-Ressource
    Cham :Springer International Publishing AG,
    UID:
    almahu_9949602270502882
    Umfang: 1 online resource (655 pages)
    Ausgabe: 1st ed.
    ISBN: 9783030228187
    Anmerkung: Intro -- Preface -- Contents -- Contributors -- Part I: Overview Papers -- Chapter 1: LEAP-UCD-2017 V. 1.01 Model Specifications -- 1.1 Introduction -- 1.1.1 Differences Between This Paper and Pre-test Specifications -- 1.1.2 Goals and Overview -- 1.2 Scaling Laws -- 1.3 Description of the Model Construction and Instrumentation -- 1.3.1 Soil Material: Ottawa F-65 Sand -- Modified ASTM D4254 Method C for Minimum Dry Density -- Modified Lade et al. (1998) Method for Maximum Density -- 1.3.2 Placement of the Sand by Pluviation -- 1.3.3 Measurement of Density of the Sand -- 1.3.4 Geometry of the Model -- 1.3.5 Saturation of the Model -- 1.4 Instrumentation of the Model -- 1.4.1 Required Instrumentation -- 1.4.2 Displacement Measurements -- Careful Before and After Photographs of the Model and Surface Markers -- Lateral Displacements from Cameras Mounted on the Centrifuge -- Residual Settlements from Pore Pressure Sensors -- Direct Measurements of Sensor and Surface Marker Locations -- Colored Sand Layers, Noodles, and Sensor Locations During Dissection -- Settlement Gage Sensors -- Tactile Pressure Sensors -- 1.5 Cone Penetration Testing -- 1.6 Shear Wave Velocity -- 1.7 Ground Motions -- 1.7.1 Destructive Ground Motions -- 1.7.2 Nondestructive Ground Motions -- 1.7.3 Assessment of Tapered Sine Wave (TSW) Ground Motions -- 1.8 Data Reporting Anticipated Plan/Concept -- 1.8.1 New Leap Database -- 1.8.2 Dynamic Shaking Sensor Data -- 1.8.3 Pore Pressure Long-Term Time Series Data -- 1.8.4 Summary of Other Anticipated Report Requirements to Be Detailed in a Separate Document -- References -- Chapter 2: Grain Size Analysis and Maximum and Minimum Dry Density Testing of Ottawa F-65 Sand for LEAP-UCD-2017 -- 2.1 Background and Introduction -- 2.2 Grain Size Analysis -- 2.2.1 Discussion of Grain Size Analyses -- 2.3 Minimum and Maximum Index Dry Density. , 2.3.1 LEAP Minimum Density Procedure -- 2.3.2 LEAP Maximum Density Procedure -- 2.3.3 Results of Index Dry Density Testing -- 2.3.4 Discussion of Minimum Density -- 2.3.5 Discussion of Maximum Density -- 2.4 Testing Results Effect on Relative Density -- 2.5 Measurements by ASTM Method -- 2.6 Conclusions -- References -- Chapter 3: Physical and Mechanical Properties of Ottawa F65 Sand -- 3.1 Introduction -- 3.2 Ottawa F65 Soil Characterization -- 3.2.1 Specific Gravity Tests -- 3.2.2 Particle Size Distribution Analysis -- 3.2.3 Hydraulic Conductivity -- 3.2.4 Maximum and Minimum Void Ratios -- 3.3 Cyclic Triaxial Tests -- 3.3.1 Experiment Procedures -- 3.3.2 Sample Preparation -- 3.3.3 Summary of Experimental Results and Observations -- 3.4 Concluding Remarks -- References -- Chapter 4: LEAP-UCD-2017 Comparison of Centrifuge Test Results -- 4.1 Introduction -- 4.2 Densities and Penetration Resistances -- 4.3 Base Input Motions in First Destructive Motion -- 4.4 Acceleration Response of Soil Layers in First Destructive Motion -- 4.5 Displacement Response of the Soil Layers in First Destructive Motion -- 4.6 Pore Pressure Response of Soil Layers in First Destructive Motion -- 4.7 Correlations Between Displacement, Dr, and IMs -- 4.7.1 Rationale for Scaling Between PGA and CSR for Simplified Procedure -- 4.8 Correlations Between Excess Pore Pressures, Dr, and IMs -- 4.9 Correlations Between Peak Cyclic Displacements, Dr, and IMs -- 4.10 Summary and Conclusions -- References -- Chapter 5: Archiving of Experimental Data for LEAP-UCD-2017 -- 5.1 Introduction -- 5.2 Accessing Published LEAP-UCD-2017 Data in DesignSafe -- 5.2.1 General Report File: 1_ExperimentStrenDemPerfSummary_v11b.xlsx -- 5.2.2 General Report File: 2a_AllTestsCompared_24TestsPerPage.pdf -- 5.2.3 General Report Folder: 2b_AllTestsCompared_24TestsPerPage_OnePagePerFile. , 5.2.4 General Report File: 3_AllSensorDataFromAllTests.pdf -- 5.2.5 General Report File: 4_Version1.01_LEAP UCD2017_SpecsforExperiments.docx -- 5.2.6 General Report File: 5_Version_0.99_2017_CentrifugeTestTemplate.xlsx -- 5.2.7 General Report Folder: 6_LEAP-UCD-2017 Cone Penetrometer Equipment Details -- 5.2.8 General Report Folder: 7_Videos of Max and Min Density Tests -- 5.2.9 General Report File: 8_Dec2017WorkshopHandout.pdf -- 5.3 Detailed Data for Each Model Test -- 5.3.1 Selecting an Experiment Site -- 5.3.2 Model Configuration Data -- 5.3.3 Sensor Information -- 5.4 Working Directory for Data LEAP-UCD-2017 -- 5.5 Summary -- References -- Chapter 6: Comparison of LEAP-UCD-2017 CPT Results -- 6.1 Introduction -- 6.2 Design -- 6.3 LEAP-UCD-2017 Experiment -- 6.4 Depth at Which the Cone Tip Touches the Surface (Depth of Zero Penetration) -- 6.5 Effects of Scale Factor and Container Width -- 6.6 Conclusions -- References -- Chapter 7: Difference and Sensitivity Analyses of the LEAP-2017 Experiments -- 7.1 Introduction -- 7.2 Experiment Overview -- 7.3 Difference Metrics -- 7.3.1 Input Motion Differences -- 7.3.2 Response Motion Differences -- 7.4 Sensitivity Analysis -- 7.4.1 Acceleration Sensitivity -- 7.4.2 Permanent Displacement Sensitivity -- 7.5 Conclusions -- References -- Chapter 8: LEAP-2017 Simulation Exercise: Overview of Guidelines for the Element Test Simulations -- 8.1 Introduction -- 8.2 Soil Characterization and Element Tests -- 8.2.1 LEAP-2017 Tests -- 8.2.2 Additional Available Element Tests on Ottawa Sand -- 8.3 Model Calibration Report by Simulation Teams -- 8.3.1 Model Description -- 8.3.2 Model Parameters -- 8.3.3 Calibration Method -- 8.3.4 Liquefaction Strength Curves -- 8.4 Simulation Results -- 8.4.1 Results Data Files -- 8.4.2 Matlab Scripts -- 8.5 Concluding Remarks -- References. , Chapter 9: LEAP-2017 Simulation Exercise: Calibration of Constitutive Models and Simulation of the Element Tests -- 9.1 Introduction -- 9.2 The Numerical Simulation Teams -- 9.3 Summary of the Element Test Simulations -- 9.4 Liquefaction Strength Curves -- 9.5 Conclusions -- References -- Chapter 10: LEAP-2017: Comparison of the Type-B Numerical Simulations with Centrifuge Test Results -- 10.1 Introduction -- 10.2 LEAP-2017 Centrifuge Experiments -- 10.3 Type-B Numerical Simulations -- 10.4 Summary of Type-B Simulations Results -- 10.4.1 Excess Pore Water Pressure Time Histories -- 10.4.2 Acceleration Time Histories and Spectral Accelerations -- 10.4.3 Lateral Displacements -- 10.5 Overall Performance of Numerical Simulations -- 10.6 Conclusions -- References -- Chapter 11: Numerical Sensitivity Study Compared to Trend of Experiments for LEAP-UCD-2017 -- 11.1 Description of the Requested Sensitivity Study -- 11.2 Characterization of Displacements from Experiments -- 11.3 2D Comparisons of Experimental Regression Surfaces to Numerical Simulations -- 11.4 Error Measures and Ranking of Numerical Simulations -- 11.5 3-D Comparison of Simulations to Experimental Regression Surfaces -- 11.6 Summary and Conclusions -- References -- Part II: Centrifuge Experiment Papers -- Chapter 12: LEAP-UCD-2017 Centrifuge Tests at Cambridge -- 12.1 Introduction -- 12.2 Experiment Setup -- 12.2.1 Sand Pouring -- 12.2.2 Viscosity Measurement -- 12.2.3 Saturation -- 12.2.4 Slope Cutting -- 12.2.5 CPT -- 12.3 Destructive Motions -- 12.4 CPT Strength Profiles -- 12.5 PIV -- 12.6 Conclusions -- References -- Chapter 13: LEAP-UCD-2017 Centrifuge Test at University of California, Davis -- 13.1 Introduction -- 13.2 UC Davis Test Specific Information -- 13.2.1 Description of the Model and Instrumentation -- 13.2.2 Sensors -- 13.2.3 Scaling Laws -- 13.3 Test Results. , 13.3.1 Achieved Ground Motions -- 13.3.2 Accelerometer Records During Destructive Motions -- 13.3.3 Excess Pore Pressures -- 13.3.4 Cone Penetration Tests -- 13.3.5 Surface Marker Surveys -- 13.4 Nonconformities with Specifications -- 13.5 Advancements in Centrifuge Testing -- 13.6 Method of Measuring Density -- 13.7 Pore Fluid Viscosity and Saturation -- 13.7.1 Pore Fluid Viscosity -- 13.7.2 Model Saturation -- 13.8 Conclusions -- References -- Chapter 14: LEAP-2017 Centrifuge Test at Ehime University -- 14.1 Introduction -- 14.2 Centrifuge at Ehime University -- 14.3 Centrifuge Model -- 14.3.1 Model Description -- 14.3.2 Sand -- 14.3.3 Placement of Sand -- 14.3.4 Saturation -- 14.3.5 Test Procedure -- 14.4 Results -- 14.4.1 Shear Wave Velocity -- 14.4.2 Input Acceleration -- 14.4.3 Excess Pore Pressure Response -- 14.4.4 Liquefaction Triggering -- 14.4.5 Deformation of the Model -- 14.5 Conclusion -- References -- Chapter 15: LEAP-UCD-2017 Centrifuge Test at IFSTTAR -- 15.1 Introduction -- 15.2 As Built Model -- 15.2.1 Soil Material and Placement of the Sand by Pluviation -- 15.2.2 Rigid Container Configuration and Sensor Layout -- 15.2.3 Viscosity of Pore Fluid -- 15.2.4 Saturation Process -- 15.3 Achieved Ground Motions -- 15.3.1 Horizontal Component -- 15.3.2 Vertical Component -- 15.4 Results -- 15.4.1 Pore Pressure and Acceleration Responses -- 15.4.2 Surface Maker Response -- 15.5 Conclusion -- References -- Chapter 16: LEAP-UCD-2017 Centrifuge Test at KAIST -- 16.1 Introduction -- 16.2 Centrifuge Facility and Earthquake Simulator at KAIST -- 16.3 Physical Modeling -- 16.3.1 Soil Material and Density -- 16.3.2 Viscous Fluid -- 16.3.3 Model Description and Instrumentations -- 16.3.4 Saturation and Container Modifications -- 16.3.5 Sequence of the Centrifuge Test -- 16.4 Centrifuge Test Results -- 16.4.1 Achieved Input Motion. , 16.4.2 Investigation of Soil Model.
    Weitere Ausg.: Print version: Kutter, Bruce L. Model Tests and Numerical Simulations of Liquefaction and Lateral Spreading Cham : Springer International Publishing AG,c2019 ISBN 9783030228170
    Sprache: Englisch
    RVK:
    RVK:
    Schlagwort(e): Electronic books.
    URL: Volltext  (kostenfrei)
    URL: Volltext  (kostenfrei)
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  • 4
    Online-Ressource
    Online-Ressource
    New York : Academic Press
    UID:
    b3kat_BV036962883
    Umfang: 1 Online-Ressource (v) , 24 cm
    Ausgabe: Online-Ausgabe Elsevier e-book collection on ScienceDirect Sonstige Standardnummer des Gesamttitels: 041169-3
    ISBN: 0121417018 , 9780121417017
    Serie: Pure and applied mathematics, a series of monographs and textbooks v. 82
    Anmerkung: Errata sheet inserted. - Includes indexes
    Weitere Ausg.: Reproduktion von An introduction to classical complex analysis 1979-
    Sprache: Englisch
    Bibliothek Standort Signatur Band/Heft/Jahr Verfügbarkeit
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  • 5
    Online-Ressource
    Online-Ressource
    Berlin [u.a.] : Springer
    UID:
    b3kat_BV041964445
    Umfang: 1 Online-Ressource
    ISBN: 9783540565628
    Serie: Lecture notes in earth sciences 48
    Anmerkung: Zugl.: Berlin, Techn. Univ., Diss., 1991
    Weitere Ausg.: Erscheint auch als Druckausgabe ISBN 978-3-540-47589-7
    Sprache: Englisch
    Schlagwort(e): Trockengebiet ; Wasserversorgung ; Trockengebiet ; Stadt ; Wasserwirtschaft ; Hochschulschrift
    URL: Volltext  (lizenzpflichtig)
    Bibliothek Standort Signatur Band/Heft/Jahr Verfügbarkeit
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  • 6
    UID:
    almahu_9949190442502882
    Umfang: vi, 102 pages ; , 28 cm.
    ISBN: 0821316907
    Serie: World Bank discussion papers, 105
    Weitere Ausg.: Print Version: ISBN 9780821316900
    Sprache: Englisch
    URL: Volltext  (URL des Erstveröffentlichers)
    URL: Volltext  (Deutschlandweit zugänglich)
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  • 7
    UID:
    b3kat_BV048271114
    Umfang: 1 Online-Ressource
    Serie: World Bank E-Library Archive
    Inhalt: The Israeli health system provides universal coverage of a broad benefits package in a highly efficient manner. At the same time, the Israeli health system faces significant challenges, including lack of universal coverage for long-term care and adult dental care, center-periphery gaps, insufficient care integration, long waiting times for some elective procedures, and a growing private health care sector that poses several threats to the public system, cost containment, and health system equity. The Israeli health care system has benefited greatly from its capacity to identify relevant innovations in other countries and adapt them to Israel. At the same time, the Israeli experience can be a source of lessons for other countries. Aspects of the Israeli system that might be particularly relevant to middle-income countries include health plan competition in a clear and simple institutional environment, the reliance on health plans such as managed care and patient-centered organizations, the emphasis on primary care, and the investment in e-health. The manner in which Israel is grappling with its growing private sector can be a source of strategies middle-income countries could consider, and a source of strategies they should avoid
    Sprache: Englisch
    URL: Volltext  (URL des Erstveröffentlichers)
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  • 8
    UID:
    b3kat_BV048269924
    Umfang: 1 Online-Ressource (56 p)
    Serie: World Bank E-Library Archive
    Inhalt: The study uses a cluster-randomized trial among 1,578 children from 979 households in rural El Salvador to test the impacts of TOMS shoe donations on children's time allocation, school attendance, health, self-esteem, and aid dependency. Results indicate high levels of usage and approval of the shoes by children in the treatment group, and time diaries show modest evidence that the donated shoes allocated children's time toward outdoor activities. Difference-in-difference and ANCOVA estimates find generally insignificant impacts on overall health, foot health, and self-esteem but small positive impacts on school attendance for boys. Children receiving the shoes were significantly more likely to state that outsiders should provide for the needs of their family. Thus, in a context where most children already own at least one pair of shoes, the overall impact of the shoe donation program appears to be negligible, illustrating the importance of more careful targeting of in-kind donation programs
    Weitere Ausg.: Erscheint auch als Druck-Ausgabe Wydick, Bruce Shoeing the Children: The Impact of the TOMS Shoe Donation Program in Rural El Salvador Washington, D.C : The World Bank, 2016
    Sprache: Englisch
    URL: Volltext  (URL des Erstveröffentlichers)
    URL: Volltext  (Deutschlandweit zugänglich)
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  • 9
    UID:
    b3kat_BV048269203
    Umfang: 1 Online-Ressource (38 p)
    Serie: World Bank E-Library Archive
    Inhalt: This research estimates the impact of international child sponsorship on adult income and wealth of formerly sponsored children using data on 10,144 individuals in six countries. To identify causal effects, an age-eligibility rule followed from 1980 to 1992 is utilized that limited sponsorship to children twelve years old or younger when the program was introduced in a village, allowing comparisons of sponsored children with older siblings who were slightly too old to be sponsored. Estimations indicate that international child sponsorship increased monthly income by
    Weitere Ausg.: Erscheint auch als Druck-Ausgabe Wydick, Bruce Does Child Sponsorship Pay off in Adulthood? An International Study of Impacts on Income and Wealth Washington, D.C : The World Bank, 2016
    Sprache: Englisch
    URL: Volltext  (URL des Erstveröffentlichers)
    URL: Volltext  (Deutschlandweit zugänglich)
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  • 10
    Online-Ressource
    Online-Ressource
    Cham, Switzerland :Palgrave Macmillan,
    UID:
    almahu_9949465039702882
    Umfang: 1 online resource (208 pages) : , illustrations, tables.
    ISBN: 9783319405391 (e-book)
    Serie: Palgrave Studies in African Leadership
    Weitere Ausg.: Print version: Leading an African renaissance : opportunities and challenges. Cham, Switzerland : Palgrave Macmillan, c2017 ISBN 9783319405384
    Sprache: Englisch
    Fachgebiete: Wirtschaftswissenschaften , Politologie
    RVK:
    RVK:
    Schlagwort(e): Electronic books. ; Aufsatzsammlung
    URL: Volltext  (URL des Erstveröffentlichers)
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