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100   $a20070305d2007      uy             0
101 0 $aeng
135   $aur|n|---|||||
181   $ctxt
182   $cc
183   $acr
200 00$aSeismic rehabilitation of existing buildings$b[electronic resource]
210   $aReston, VA $cAmerican Society of Civil Engineers$d2007
215   $a1 online resource (428 p.)
300   $a"ASCE standard ASCE/SEI 41-06."
311   $a0-7844-0884-X 
320   $aIncludes bibliographical references and index.
327   $a""Contents ""; ""Standards""; ""Foreword""; ""Acknowledgments""; ""1.0 REHABILITATION REQUIREMENTS""; ""1.1 SCOPE""; ""1.2 DESIGN BASIS""; ""1.3 SEISMIC REHABILITATION PROCESS""; ""1.3.1 Initial Considerations""; ""1.3.2 Selection of Rehabilitation Objective""; ""1.3.3 As-Built Information""; ""1.3.4 Rehabilitation Method""; ""1.3.5 Rehabilitation Measures""; ""1.3.6 Verification of Rehabilitation Design""; ""1.4 REHABILITATION OBJECTIVES""; ""1.4.1 Basic Safety Objective""; ""1.4.2 Enhanced Rehabilitation Objectives""; ""1.4.3 Limited Rehabilitation Objectives""
327   $a""1.5 TARGET BUILDING PERFORMANCE LEVELS""""1.5.1 Structural Performance Levels and Ranges""; ""1.5.2 Nonstructural Performance Levels""; ""1.5.3 Designation of Target Building Performance Levels""; ""1.6 SEISMIC HAZARD""; ""1.6.1 General Procedure for Hazard Due to Ground Shaking""; ""1.6.2 Site-Specific Procedure for Hazard Due to Ground Shaking""; ""1.6.3 Level of Seismicity""; ""2.0 SCOPE""; ""2.1 SCOPE""; ""2.2 AS-BUILT INFORMATION""; ""2.2.1 Building Configuration""; ""2.2.2 Component Properties""; ""2.2.3 Site and Foundation Information""; ""2.2.4 Adjacent Buildings""
327   $a""2.2.5 Primary and Secondary Components""""2.2.6 Data Collection Requirements""; ""2.3 REHABILITATION METHODS""; ""2.3.1 Simplified Rehabilitation Method""; ""2.3.2 Systematic Rehabilitation Method""; ""2.4 ANALYSIS PROCEDURES""; ""2.4.1 Linear Procedures""; ""2.4.2 Nonlinear Procedures""; ""2.4.3 Alternative Rational Analysis""; ""2.4.4 Acceptance Criteria""; ""2.5 REHABILITATION STRATEGIES""; ""2.6 GENERAL DESIGN REQUIREMENTS""; ""2.6.1 Multidirectional Seismic Effects""; ""2.6.2 P-? Effects""; ""2.6.3 Horizontal Torsion""; ""2.6.4 Overturning""; ""2.6.5 Continuity""; ""2.6.6 Diaphragms""
327   $a""2.6.7 Walls""""2.6.8 Nonstructural Components""; ""2.6.9 Structures Sharing Common Elements""; ""2.6.10 Building Separation""; ""2.6.11 Vertical Seismic Effects""; ""2.7 CONSTRUCTION QUALITY ASSURANCE""; ""2.7.1 Construction Quality Assurance Plan""; ""2.7.2 Construction Quality Assurance Requirements""; ""2.7.3 Responsibilities of the Authority Having Jurisdiction""; ""2.8 ALTERNATIVE MODELING PARAMETERS AND ACCEPTANCE CRITERIA""; ""2.8.1 Experimental Setup""; ""2.8.2 Data Reduction and Reporting""; ""2.8.3 Design Parameters and Acceptance Criteria""; ""3.0 ANALYSIS PROCEDURES""
327   $a""3.1 SCOPE""""3.2 GENERAL ANALYSIS REQUIREMENTS""; ""3.2.1 Analysis Procedure Selection""; ""3.2.2 Mathematical Modeling""; ""3.2.3 Configuration""; ""3.2.4 Diaphragms""; ""3.2.5 P-? Effects""; ""3.2.6 Soila???Structure Interaction""; ""3.2.7 Multidirectional Seismic Effects""; ""3.2.8 Component Gravity Loads for Load Combinations""; ""3.2.9 Verification of Design Assumptions""; ""3.2.10 Overturning""; ""3.3 ANALYSIS PROCEDURES""; ""3.3.1 Linear Static Procedure""; ""3.3.2 Linear Dynamic Procedure""; ""3.3.3 Nonlinear Static Procedure""; ""3.3.4 Nonlinear Dynamic Procedure""
327   $a""3.4 ACCEPTANCE CRITERIA""
606   $aBuildings$xRepair and reconstruction$xStandards
606   $aEarthquake resistant design$xStandards
606   $aBuildings$xEarthquake effects
608   $aElectronic books.
615  0$aBuildings$xRepair and reconstruction$xStandards.
615  0$aEarthquake resistant design$xStandards.
615  0$aBuildings$xEarthquake effects.
676   $a693.852
712 02$aAmerican Society of Civil Engineers.
801  0$bMiAaPQ
801  1$bMiAaPQ
801  2$bMiAaPQ
906   $aBOOK
912   $a9910458745803321
996   $aSeismic rehabilitation of existing buildings$9103903
997   $aUNINA