LEADER 05433nam 2200685Ia 450 001 9910974430003321 005 20200520144314.0 010 $a9786610212217 010 $a9781280212215 010 $a1280212217 010 $a9780309594981 010 $a0309594987 010 $a9780585155401 010 $a0585155402 035 $a(CKB)111004366659548 035 $a(OCoLC)70773004 035 $a(CaPaEBR)ebrary10056841 035 $a(SSID)ssj0000142508 035 $a(PQKBManifestationID)11143867 035 $a(PQKBTitleCode)TC0000142508 035 $a(PQKBWorkID)10118943 035 $a(PQKB)10350321 035 $a(MiAaPQ)EBC3376567 035 $a(Au-PeEL)EBL3376567 035 $a(CaPaEBR)ebr10056841 035 $a(OCoLC)923264743 035 $a(Perlego)4738670 035 $a(EXLCZ)99111004366659548 100 $a19910131d1990 ua 0 101 0 $aeng 135 $aurcn||||||||| 181 $ctxt$2rdacontent 182 $cc$2rdamedia 183 $acr$2rdacarrier 200 00$aEarthquake engineering for concrete dams $edesign, performance, and research needs /$fPanel on Earthquake Engineering for Concrete Dams, Committee on Earthquake Engineering, Division of Natural Hazard Mitigation, Commission on Engineering and Technical Systems, National Research Council 205 $a1st ed. 210 $aWashington, D.C. $cNational Academy Press$d1990 215 $a1 online resource (x, 143 pages) $cillustrations 300 $a"Ray W. Clough, Chairman, Panel on Earthquake Engineering for Concrete Dams." 311 0 $a9780309043366 311 0 $a0309043360 320 $aIncludes bibliographical references [p. 127-143]. 327 $aEarthquake Engineering for Concrete Dams: Design, Performance, and Research Needs -- Copyright -- Contents -- Executive Summary -- EARTHQUAKE INPUT -- LINEAR RESPONSE ANALYSIS -- NONLINEAR RESPONSE ANALYSIS -- OBSERVATIONAL EVIDENCE -- SEISMIC PERFORMANCE CRITERIA -- 1 Introduction -- THE HAZARD OF DAMS -- SEISMIC SAFETY OF CONCRETE DAMS -- SCOPE OF THE REPORT -- 2 Earthquake Input -- EARTHQUAKE EXCITATION CONCEPTS -- Standard Base Input Model -- Massless Foundation Rock Model -- Deconvolution Base Rock Input Model -- Free-Field Input Model -- PRESENT STATUS OF KNOWLEDGE -- Prediction of Free-Field Motion -- Two-Dimensional Case-Method -- Two-Dimensional Case-Results -- Three-Dimensional Case -- Applicability of the Results -- Measured Motions of Foundation Rock -- Predicted Response to Spatially Varying Input -- Dynamic Excitation -- Fault Displacement -- STATUS OF STRONG-MOTION INSTRUMENT NETWORKS -- RESEARCH NEEDS -- 3 Analysis of Linear Response -- PRELIMINARY COMMENTS -- STATIC ANALYSIS -- Traditional Analysis and Design -- Earthquake Performance of Koyna Dam -- Limitations of Traditional Procedures -- DYNAMIC ANALYSIS -- Arch Dam Analysis Forerunner -- Finite Element Modeling -- Foundation Model Deficiency -- Limitations of Reservoir Water Interaction Models -- PRESENT KNOWLEDGE AND CAPABILITIES -- Conclusions About Interaction Effects -- Dynamic Analysis Procedures and Computer Programs -- Two-Dimensional Analysis -- Three-Dimensional Analysis -- Simplified Dynamic Analysis Procedures -- RESEARCH NEEDS -- 4 Nonlinear Analysis and Response Behavior -- INTRODUCTION -- CHARACTERISTICS OF NONLINEAR BEHAVIOR -- MATERIAL MODELS AND RESPONSE ANALYSIS -- CRITERIA FOR SAFETY EVALUATION -- SUMMARY OF RECENT RESEARCH -- Experimental Research -- Models for Concrete Cracking -- Analytical Research -- RESEARCH NEEDS. 327 $a5 Experimental and Observational Evidence -- EARTHQUAKE EXPERIENCE -- Cases with Strongest Shaking -- Cases with Recorded Responses -- Analyses to Reproduce Earthquake Response -- FIELD VIBRATION TESTS: FORCED AND AMBIENT -- MODEL TESTS -- RESEARCH NEEDS -- 6 Recommended Criteria for Evaluating Seismic Performance -- BACKGROUND -- PRELIMINARY CONSIDERATIONS -- Initial Conditions Resulting from Static Loads -- Effects of Construction Sequence -- Temperature Effects -- Creep Effects -- Uplift -- Deformation Modulus of Foundation Rock -- Two-Dimensional Versus Three-Dimensional Analytical Models -- GUIDELINES FOR EVALUATING RESULTS FROM LINEAR ANALYSES -- Concrete Strengths During Earthquake Loading -- Compression -- Tension -- Shear -- Evaluating Seismic Performance -- Arch and Gravity Dams -- Buttress Dams -- GUIDELINES FOR EVALUATING RESULTS FROM NONLINEAR ANALYSES -- GUIDELINES FOR EVALUATING FOUNDATION STABILITY -- Sliding Stability Along Concrete-Foundation Contacts -- Sliding Stability Within Foundations -- STABILITY FOLLOWING FAULT DISPLACEMENT -- EVALUATION OF CRITERIA -- Present Criteria -- Deformation-Based Criteria -- Probability-Based Criteria -- RESEARCH NEEDS -- References. 606 $aConcrete dams$xDesign and construction 606 $aConcrete dams$xEarthquake effects$vCase studies 606 $aEarthquake engineering 615 0$aConcrete dams$xDesign and construction. 615 0$aConcrete dams$xEarthquake effects 615 0$aEarthquake engineering. 676 $a627/.8 701 $aClough$b Ray W.$f1920-$029287 712 02$aNational Research Council (U.S.).$bPanel on Earthquake Engineering for Concrete Dams. 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910974430003321 996 $aEarthquake engineering for concrete dams$94366863 997 $aUNINA