LEADER 03697nam  2200577Ia 450 
001 9910458100903321
005 20200520144314.0
010   $a0-7844-7099-5
035   $a(CKB)2560000000054708
035   $a(EBL)3115374
035   $a(SSID)ssj0000487313
035   $a(PQKBManifestationID)12212911
035   $a(PQKBTitleCode)TC0000487313
035   $a(PQKBWorkID)10442963
035   $a(PQKB)11511384
035   $a(MiAaPQ)EBC3115374
035   $a(Au-PeEL)EBL3115374
035   $a(CaPaEBR)ebr10437952
035   $a(OCoLC)922965681
035   $a(EXLCZ)992560000000054708
100   $a20110121d2003      uy             0
101 0 $aeng
135   $aur|n|---|||||
181   $ctxt
182   $cc
183   $acr
200 00$aSeismic evaluation of existing buildings$b[electronic resource] /$fAmerican Society of Civil Engineers
210   $aReston, Va. $cAmerican Society of Civil Engineers$dc2003
215   $a1 online resource (447 p.)
225 1 $aASCE standard
300   $a"SEI/ASCE 31/03."
311   $a0-7844-0670-7 
320   $aIncludes bibliographical references and index.
327   $a""Contents""; ""1.0 General Provisions""; ""1.1 Scope""; ""1.2 Basic Requirements""; ""1.3 Definitions""; ""1.4 Notation""; ""1.5 References""; ""2.0 Evaluation Requirements""; ""2.1 General""; ""2.2 Level of Investigation Required""; ""2.3 Site Visit""; ""2.4 Level of Performance""; ""2.5 Level of Seismicity""; ""2.6 Building Type""; ""3.0 Screening Phase (Tier 1)""; ""3.1 General""; ""3.2 Benchmark Buildings""; ""3.3 Selection and Use of Checklists""; ""3.4 Further Evaluation Requirements""; ""3.5 Tier 1 Analysis""; ""3.6 Level of Low Seismicity Checklist""; ""3.7 Structural Checklists""
327   $a""3.8 Geologic Site Hazards And Foundations Checklist""""3.9 Nonstructural Checklists""; ""4.0 Evaluation Phase (Tier 2)""; ""4.1 General""; ""4.2 Tier 2 Analysis""; ""4.3 Procedures for Building Systems""; ""4.4 Procedures for Lateral-Force-Resisting Systems""; ""4.5 Procedures for Diaphragms""; ""4.6 Procedures for Connections""; ""4.7 Procedures for Geologic Site Hazards and Foundations""; ""4.8 Procedures for Nonstructural Components""; ""5.0 Detailed Evaluation Phase (Tier 3)""; ""5.1 General""; ""5.2 Available Procedures""; ""5.3 Selection of Detailed Procedures""
327   $a""Appendix A: Examples""""A1.0 Example 1: Building Type W1: Wood Light Frame""; ""A2.0 Example 2: Building Type S1A: Steel Moment Frame with Flexible Diaphragms""; ""A3.0 Example 3: Building Type C3: Concrete Frame with Infill Masonry Shear Walls and Stiff Diaphragms""; ""A4.0 Example 4: Building Type RM2: Reinforced Masonry Bearing Wall Building with Stiff Diaphragms""; ""A5.0 Example 5: Building Type W2: Wood Frame, Commercial and Industrial""; ""A6.0 Example 6: Building Type S2: Steel Braced Frame with Stiff Diaphragms""
327   $a""A7.0 Example 7: Building Type URM: Unreinforced Masonry Bearing Wall Building with Flexible Diaphragms""""Appendix B: Summary Data Sheet""; ""Index""; ""A""; ""B""; ""C""; ""D""; ""E""; ""F""; ""G""; ""H""; ""J""; ""L""; ""M""; ""O""; ""P""; ""Q""; ""R""; ""S""; ""T""; ""U""; ""V""; ""W""
606   $aBuildings$xEarthquake effects
606   $aEarthquake resistant design$xEvaluation
608   $aElectronic books.
615  0$aBuildings$xEarthquake effects.
615  0$aEarthquake resistant design$xEvaluation.
676   $a693.852
712 02$aAmerican Society of Civil Engineers.
801  0$bMiAaPQ
801  1$bMiAaPQ
801  2$bMiAaPQ
906   $aBOOK
912   $a9910458100903321
996   $aSeismic evaluation of existing buildings$9103568
997   $aUNINA