{"id":176168,"date":"2024-10-19T10:55:35","date_gmt":"2024-10-19T10:55:35","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asce-standard-41-2017\/"},"modified":"2024-10-25T03:09:16","modified_gmt":"2024-10-25T03:09:16","slug":"asce-standard-41-2017","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asce\/asce-standard-41-2017\/","title":{"rendered":"ASCE Standard 41 2017"},"content":{"rendered":"

Prepared by the Seismic Retrofit of Existing Buildings Standards Committee of the Codes and Standards Activities Division of the Structural Engineering Institute of ASCE Seismic Evaluation and Retrofit of Existing Buildings, Standard ASCE\/SEI 41-17, describes deficiency-based and systematic procedures that use performance-based principles to evaluate and retrofit existing buildings to withstand the effects of earthquakes. The standard presents a three-tiered process for seismic evaluation according to a range of building performance levels by connecting targeted structural performance and the performance of nonstructural components with seismic hazard levels. The deficiency-based procedures allow evaluation and retrofit efforts to focus on specific potential deficiencies deemed to be of concern for a specified set of building types and heights. The systematic procedure, applicable to any building, sets forth a methodology to evaluate the entire building in a rigorous manner. This standard establishes analysis procedures and acceptance criteria, and specifies requirements for foundations and geologic site hazards; components made of steel, concrete, masonry, wood, and cold-formed steel; architectural, mechanical, and electrical components and systems; and seismic isolation and energy dissipation systems. Checklists are provided for a variety of building types and seismicity levels in support of the Tier 1 screening process. This new edition, which updates and replaces previous editions of ASCE 41, introduces revisions to the basic performance objectives for existing buildings and to the evaluation of force-controlled actions. It revises the nonlinear dynamic procedure and changes provisions for steel and concrete columns, as well provisions as for unreinforced masonry. Standard ASCE\/SEI 41-17 is a primary reference for structural engineers addressing the seismic resilience of existing buildings and for building code officials reviewing such work; it also will be of interest to architects, construction managers, academic researchers, and building owners.<\/p>\n

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
48<\/td>\nCHAPTER 1 GENERAL REQUIREMENTS
1.1 SCOPE
1.2 DEFINITIONS AND NOTATIONS <\/td>\n<\/tr>\n
66<\/td>\n1.3 EVALUATION AND RETROFIT PROCESS
1.4 SEISMIC EVALUATION PROCESS <\/td>\n<\/tr>\n
67<\/td>\n1.5 SEISMIC RETROFIT PROCESS <\/td>\n<\/tr>\n
70<\/td>\nCHAPTER 2 PERFORMANCE OBJECTIVES AND SEISMIC HAZARDS
2.1 SCOPE
2.2 PERFORMANCE OBJECTIVES
2.3 TARGET BUILDING PERFORMANCE LEVELS <\/td>\n<\/tr>\n
73<\/td>\n2.4 SEISMIC HAZARD <\/td>\n<\/tr>\n
74<\/td>\n2.5 LEVEL OF SEISMICITY <\/td>\n<\/tr>\n
76<\/td>\nCHAPTER 3 EVALUATION AND RETROFIT REQUIREMENTS
3.1 SCOPE
3.2 AS-BUILT INFORMATION <\/td>\n<\/tr>\n
81<\/td>\n3.3 BENCHMARK BUILDINGS
3.4 EVALUATION AND RETROFIT PROCEDURES <\/td>\n<\/tr>\n
88<\/td>\nCHAPTER 4 TIER 1 SCREENING
4.1 SCOPE
4.2 SCOPE OF INVESTIGATION REQUIRED
4.3 SELECTION AND USE OF CHECKLISTS <\/td>\n<\/tr>\n
91<\/td>\n4.4 TIER 1 ANALYSIS <\/td>\n<\/tr>\n
96<\/td>\nCHAPTER 5 TIER 2 DEFICIENCY-BASED EVALUATION AND RETROFIT
5.1 SCOPE
5.2 GENERAL REQUIREMENTS <\/td>\n<\/tr>\n
99<\/td>\n5.3 TIER 2 DEFICIENCY-BASED EVALUATION REQUIREMENTS
5.4 PROCEDURES FOR BASIC CONFIGURATION OF BUILDING SYSTEMS <\/td>\n<\/tr>\n
100<\/td>\n5.5 PROCEDURES FOR SEISMIC-FORCE-RESISTING SYSTEMS <\/td>\n<\/tr>\n
103<\/td>\n5.6 PROCEDURES FOR DIAPHRAGMS <\/td>\n<\/tr>\n
104<\/td>\n5.7 PROCEDURES FOR CONNECTIONS
5.8 TIER 2 DEFICIENCY-BASED RETROFIT REQUIREMENTS <\/td>\n<\/tr>\n
106<\/td>\nCHAPTER 6 TIER 3 SYSTEMATIC EVALUATION AND RETROFIT
6.1 SCOPE
6.2 DATA COLLECTION REQUIREMENTS <\/td>\n<\/tr>\n
108<\/td>\n6.3 TIER 3 EVALUATION REQUIREMENTS
6.4 TIER 3 RETROFIT REQUIREMENTS <\/td>\n<\/tr>\n
110<\/td>\nCHAPTER 7 ANALYSIS PROCEDURES AND ACCEPTANCE CRITERIA
7.1 SCOPE
7.2 GENERAL ANALYSIS REQUIREMENTS <\/td>\n<\/tr>\n
116<\/td>\n7.3 ANALYSIS PROCEDURE SELECTION <\/td>\n<\/tr>\n
118<\/td>\n7.4 ANALYSIS PROCEDURES <\/td>\n<\/tr>\n
123<\/td>\n7.5 ACCEPTANCE CRITERIA <\/td>\n<\/tr>\n
127<\/td>\n7.6 ALTERNATIVE MODELING PARAMETERS AND ACCEPTANCE CRITERIA <\/td>\n<\/tr>\n
130<\/td>\nCHAPTER 8 FOUNDATIONS AND GEOLOGIC SITE HAZARDS
8.1 SCOPE
8.2 SITE CHARACTERIZATION <\/td>\n<\/tr>\n
132<\/td>\n8.3 MITIGATION OF SEISMIC\u2013GEOLOGIC SITE HAZARDS
8.4 FOUNDATION STRENGTH AND STIFFNESS <\/td>\n<\/tr>\n
141<\/td>\n8.5 SOIL\u2013STRUCTURE INTERACTION EFFECTS <\/td>\n<\/tr>\n
143<\/td>\n8.6 SEISMIC EARTH PRESSURE <\/td>\n<\/tr>\n
144<\/td>\n8.7 FOUNDATION RETROFIT <\/td>\n<\/tr>\n
146<\/td>\nCHAPTER 9 STEEL AND IRON
9.1 SCOPE
9.2 MATERIAL PROPERTIES AND CONDITION ASSESSMENT <\/td>\n<\/tr>\n
152<\/td>\n9.3 GENERAL ASSUMPTIONS AND REQUIREMENTS <\/td>\n<\/tr>\n
153<\/td>\n9.4 STEEL MOMENT FRAMES <\/td>\n<\/tr>\n
171<\/td>\n9.5. STEEL BRACED FRAMES <\/td>\n<\/tr>\n
176<\/td>\n9.6 STEEL FRAMES WITH INFILLS
9.7 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION, SHEAR WALL SYSTEMS <\/td>\n<\/tr>\n
179<\/td>\n9.8 COLD-FORMED STEEL MOMENT-FRAME SYSTEMS <\/td>\n<\/tr>\n
182<\/td>\n9.9 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION, STRAP-BRACED WALL SYSTEMS
9.10 DIAPHRAGMS <\/td>\n<\/tr>\n
185<\/td>\n9.11 STEEL PILE FOUNDATIONS <\/td>\n<\/tr>\n
186<\/td>\n9.12 CAST AND WROUGHT IRON <\/td>\n<\/tr>\n
188<\/td>\nCHAPTER 10 CONCRETE
10.1 SCOPE
10.2 MATERIAL PROPERTIES AND CONDITION ASSESSMENT <\/td>\n<\/tr>\n
193<\/td>\n10.3 GENERAL ASSUMPTIONS AND REQUIREMENTS <\/td>\n<\/tr>\n
200<\/td>\n10.4 CONCRETE MOMENT FRAMES <\/td>\n<\/tr>\n
211<\/td>\n10.5 PRECAST CONCRETE FRAMES
10.6 CONCRETE FRAMES WITH INFILLS <\/td>\n<\/tr>\n
214<\/td>\n10.7 CONCRETE STRUCTURAL WALLS <\/td>\n<\/tr>\n
219<\/td>\n10.8 PRECAST CONCRETE STRUCTURAL WALLS <\/td>\n<\/tr>\n
221<\/td>\n10.9 CONCRETE BRACED FRAMES <\/td>\n<\/tr>\n
222<\/td>\n10.10 CAST-IN-PLACE CONCRETE DIAPHRAGMS
10.11 PRECAST CONCRETE DIAPHRAGMS <\/td>\n<\/tr>\n
223<\/td>\n10.12 CONCRETE FOUNDATIONS <\/td>\n<\/tr>\n
224<\/td>\nCHAPTER 11 MASONRY
11.1 SCOPE
11.2 CONDITION ASSESSMENT AND MATERIAL PROPERTIES <\/td>\n<\/tr>\n
228<\/td>\n11.3 MASONRY WALLS <\/td>\n<\/tr>\n
236<\/td>\n11.4 MASONRY INFILLS <\/td>\n<\/tr>\n
243<\/td>\n11.5 ANCHORAGE TO MASONRY WALLS <\/td>\n<\/tr>\n
244<\/td>\n11.6 MASONRY FOUNDATION ELEMENTS <\/td>\n<\/tr>\n
246<\/td>\nCHAPTER 12 WOOD LIGHT FRAME
12.1 SCOPE
12.2 MATERIAL PROPERTIES AND CONDITION ASSESSMENT <\/td>\n<\/tr>\n
249<\/td>\n12.3 GENERAL ASSUMPTIONS AND REQUIREMENTS <\/td>\n<\/tr>\n
250<\/td>\n12.4 WOOD LIGHT-FRAME SHEAR WALLS <\/td>\n<\/tr>\n
257<\/td>\n12.5 WOOD DIAPHRAGMS <\/td>\n<\/tr>\n
260<\/td>\n12.6 WOOD FOUNDATIONS
12.7 OTHER WOOD ELEMENTS AND COMPONENTS <\/td>\n<\/tr>\n
262<\/td>\nCHAPTER 13 ARCHITECTURAL, MECHANICAL, AND ELECTRICAL COMPONENTS
13.1 SCOPE
13.2 EVALUATION AND RETROFIT PROCEDURE FOR NONSTRUCTURAL COMPONENTS <\/td>\n<\/tr>\n
265<\/td>\n13.3 COMPONENT EVALUATION
13.4 EVALUATION AND RETROFIT PROCEDURES <\/td>\n<\/tr>\n
268<\/td>\n13.5 RETROFIT APPROACHES
13.6 ARCHITECTURAL COMPONENTS: DEFINITION, BEHAVIOR, AND ACCEPTANCE CRITERIA <\/td>\n<\/tr>\n
275<\/td>\n13.7 MECHANICAL, ELECTRICAL, AND PLUMBING COMPONENTS: DEFINITION, BEHAVIOR, AND ACCEPTANCE CRITERIA <\/td>\n<\/tr>\n
281<\/td>\n13.8 FURNISHINGS AND INTERIOR EQUIPMENT: DEFINITION, BEHAVIOR, AND ACCEPTANCE CRITERIA <\/td>\n<\/tr>\n
284<\/td>\nCHAPTER 14 SEISMIC ISOLATION
14.1 SCOPE
14.2 GENERAL REQUIREMENTS <\/td>\n<\/tr>\n
285<\/td>\n14.3 SEISMIC ISOLATION SYSTEM COMPONENT PROPERTIES <\/td>\n<\/tr>\n
286<\/td>\n14.4 ISOLATION SYSTEM MODELING <\/td>\n<\/tr>\n
287<\/td>\n14.5 ANALYSIS PROCEDURES <\/td>\n<\/tr>\n
291<\/td>\n14.6 NONSTRUCTURAL COMPONENTS
14.7 ISOLATION SYSTEM TESTING AND DESIGN PROPERTIES <\/td>\n<\/tr>\n
294<\/td>\n14.8 DESIGN REVIEW <\/td>\n<\/tr>\n
296<\/td>\nCHAPTER 15 DESIGN REQUIREMENTS FOR STRUCTURES WITH SUPPLEMENTAL ENERGY DISSIPATION
15.1 SCOPE
15.2 GENERAL DESIGN REQUIREMENTS <\/td>\n<\/tr>\n
297<\/td>\n15.3 PROPERTIES OF ENERGY DISSIPATION DEVICES
15.4 ANALYSIS PROCEDURE SELECTION
15.5 NONLINEAR DYNAMIC PROCEDURES <\/td>\n<\/tr>\n
299<\/td>\n15.6 DETAILED SYSTEM REQUIREMENTS
15.7 DESIGN REVIEW
15.8 REQUIRED TESTS OF ENERGY DISSIPATION DEVICES <\/td>\n<\/tr>\n
301<\/td>\n15.9 LINEAR ANALYSIS PROCEDURES <\/td>\n<\/tr>\n
303<\/td>\n15.10 NONLINEAR STATIC PROCEDURE <\/td>\n<\/tr>\n
306<\/td>\nCHAPTER 16 SYSTEM-SPECIFIC PERFORMANCE PROCEDURES
16.1 SCOPE
16.2 SPECIAL PROCEDURE FOR UNREINFORCED MASONRY <\/td>\n<\/tr>\n
314<\/td>\nCHAPTER 17 TIER 1 CHECKLISTS
17.1 BASIC CHECKLISTS
17.2 STRUCTURAL CHECKLISTS FOR BUILDING TYPES W1: WOOD LIGHT FRAMES AND W1A: MULTI-STORY, MULTI-UNIT RESIDENTIAL WOOD FRAME
17.3 STRUCTURAL CHECKLISTS FOR BUILDING TYPE W2: WOOD FRAMES, COMMERCIAL AND INDUSTRIAL <\/td>\n<\/tr>\n
322<\/td>\n17.4 STRUCTURAL CHECKLISTS FOR BUILDING TYPES S1: STEEL MOMENT FRAMES WITH STIFF DIAPHRAGMS AND S1A: STEEL MOMENT FRAMES WITH FL
17.5 STRUCTURAL CHECKLIST FOR BUILDING TYPES S2: STEEL BRACED FRAMES WITH STIFF DIAPHRAGMS AND S2A: STEEL BRACED FRAMES WITH FLE <\/td>\n<\/tr>\n
328<\/td>\n17.6 STRUCTURAL CHECKLISTS FOR BUILDING TYPE S3: METAL BUILDING FRAMES
17.7 STRUCTURAL CHECKLISTS FOR BUILDING TYPE S4: DUAL SYSTEMS WITH BACKUP STEEL MOMENT FRAMES AND STIFF DIAPHRAGMS <\/td>\n<\/tr>\n
335<\/td>\n17.8 STRUCTURAL CHECKLISTS FOR BUILDING TYPES S5: STEEL FRAMES WITH INFILL MASONRY SHEAR WALLS AND STIFF DIAPHRAGMS AND S5A: STE
17.9 STRUCTURAL CHECKLISTS FOR BUILDING TYPE CFS1: COLD-FORMED STEEL LIGHTFRAME BEARING WALL CONSTRUCTION, SHEAR WALL LATERAL SY <\/td>\n<\/tr>\n
339<\/td>\n17.10 STRUCTURAL CHECKLISTS FOR BUILDING TYPE CFS2: COLD-FORMED STEEL LIGHTFRAME BEARING WALL CONSTRUCTION, STRAP-BRACED LATERAL <\/td>\n<\/tr>\n
342<\/td>\n17.11 STRUCTURAL CHECKLISTS FOR BUILDING TYPE C1: CONCRETE MOMENT FRAMES <\/td>\n<\/tr>\n
345<\/td>\n17.12 STRUCTURAL CHECKLIST FOR BUILDING TYPES C2: CONCRETE SHEAR WALLS WITH STIFF DIAPHRAGMS AND C2A: CONCRETE SHEAR WALLS WITH <\/td>\n<\/tr>\n
348<\/td>\n17.13 STRUCTURAL CHECKLISTS FOR BUILDING TYPES C3: CONCRETE FRAMES WITH INFILL MASONRY SHEAR WALLS AND C3A: CONCRETE FRAMES WITH
17.14 STRUCTURAL CHECKLISTS FOR BUILDING TYPES PC1: PRECAST OR TILT-UP CONCRETE SHEAR WALLS WITH FLEXIBLE DIAPHRAGMS AND PC1A: P <\/td>\n<\/tr>\n
354<\/td>\n17.15 STRUCTURAL CHECKLISTS FOR BUILDING TYPE PC2: PRECAST CONCRETE FRAMES WITH SHEAR WALLS <\/td>\n<\/tr>\n
358<\/td>\n17.16 STRUCTURAL CHECKLISTS FOR BUILDING TYPE PC2A: PRECAST CONCRETE FRAMES WITHOUT SHEAR WALLS
17.17 STRUCTURAL CHECKLISTS FOR BUILDING TYPES RM1: REINFORCED MASONRY BEARING WALLS WITH FLEXIBLE DIAPHRAGMS AND RM2: REINFORCE <\/td>\n<\/tr>\n
363<\/td>\n17.18 STRUCTURAL CHECKLISTS FOR BUILDING TYPES URM: UNREINFORCED MASONRY BEARING WALLS WITH FLEXIBLE DIAPHRAGMS AND URMA: UNREIN <\/td>\n<\/tr>\n
365<\/td>\n17.19 NONSTRUCTURAL CHECKLIST <\/td>\n<\/tr>\n
374<\/td>\nCHAPTER 18 REFERENCE DOCUMENTS
18.1 CONSENSUS STANDARDS AND OTHER REFERENCE DOCUMENTS <\/td>\n<\/tr>\n
378<\/td>\nAPPENDIX A GUIDELINES FOR DEFICIENCY-BASED PROCEDURES
A.1 GENERAL
A.2 PROCEDURES FOR BUILDING SYSTEMS <\/td>\n<\/tr>\n
385<\/td>\nA.3 PROCEDURES FOR SEISMIC-FORCE-RESISTING SYSTEMS <\/td>\n<\/tr>\n
401<\/td>\nA.4 PROCEDURES FOR DIAPHRAGMS <\/td>\n<\/tr>\n
407<\/td>\nA.5 PROCEDURES FOR CONNECTIONS <\/td>\n<\/tr>\n
411<\/td>\nA.6 PROCEDURES FOR GEOLOGIC SITE HAZARDS AND FOUNDATIONS <\/td>\n<\/tr>\n
412<\/td>\nA.7 PROCEDURES FOR NONSTRUCTURAL COMPONENTS <\/td>\n<\/tr>\n
422<\/td>\nAPPENDIX B APPLYING ASCE 41 IN BUILDING CODES, REGULATORY POLICIES, AND MITIGATION PROGRAMS
B.1 INTRODUCTION
B.2 MANDATORY MITIGATION <\/td>\n<\/tr>\n
425<\/td>\nB.3 VOLUNTARY MITIGATION <\/td>\n<\/tr>\n
426<\/td>\nB.4 TRIGGERED MITIGATION <\/td>\n<\/tr>\n
432<\/td>\nCHAPTER C1 GENERAL REQUIREMENTS
C1.1 SCOPE <\/td>\n<\/tr>\n
434<\/td>\nC1.3 EVALUATION AND RETROFIT PROCESS
C1.4 SEISMIC EVALUATION PROCESS <\/td>\n<\/tr>\n
436<\/td>\nC1.5 SEISMIC RETROFIT PROCESS <\/td>\n<\/tr>\n
442<\/td>\nCHAPTER C2 PERFORMANCE OBJECTIVES AND SEISMIC HAZARDS
C2.2 PERFORMANCE OBJECTIVES <\/td>\n<\/tr>\n
445<\/td>\nC2.3 TARGET BUILDING PERFORMANCE LEVELS <\/td>\n<\/tr>\n
460<\/td>\nC2.5 LEVEL OF SEISMICITY <\/td>\n<\/tr>\n
462<\/td>\nCHAPTER C3 EVALUATION AND RETROFIT REQUIREMENTS
C3.2 AS-BUILT INFORMATION <\/td>\n<\/tr>\n
463<\/td>\nC3.3 BENCHMARK BUILDINGS <\/td>\n<\/tr>\n
464<\/td>\nC3.4 EVALUATION AND RETROFIT PROCEDURES <\/td>\n<\/tr>\n
468<\/td>\nCHAPTER C4 TIER 1 SCREENING
C4.1 SCOPE
C4.2 SCOPE OF INVESTIGATION REQUIRED
C4.3 SELECTION AND USE OF CHECKLISTS <\/td>\n<\/tr>\n
469<\/td>\nC4.4 TIER 1 ANALYSIS <\/td>\n<\/tr>\n
470<\/td>\nCHAPTER C5 TIER 2 DEFICIENCY-BASED EVALUATION AND RETROFIT
C5.1 SCOPE
C5.2 GENERAL REQUIREMENTS <\/td>\n<\/tr>\n
471<\/td>\nC5.3 TIER 2 DEFICIENCY-BASED EVALUATION REQUIREMENTS
C5.4 PROCEDURES FOR BASIC CONFIGURATION OF BUILDING SYSTEMS <\/td>\n<\/tr>\n
472<\/td>\nC5.5 PROCEDURES FOR SEISMIC-FORCERESISTING SYSTEMS <\/td>\n<\/tr>\n
473<\/td>\nC5.7 PROCEDURES FOR CONNECTIONS
C5.8 TIER 2 DEFICIENCY-BASED RETROFIT REQUIREMENTS <\/td>\n<\/tr>\n
474<\/td>\nCHAPTER C6 TIER 3 SYSTEMATIC EVALUATION AND RETROFIT
C6.2 DATA COLLECTION REQUIREMENTS
C6.3 TIER 3 EVALUATION REQUIREMENTS <\/td>\n<\/tr>\n
475<\/td>\nC6.4 TIER 3 RETROFIT REQUIREMENTS <\/td>\n<\/tr>\n
476<\/td>\nCHAPTER C7 ANALYSIS PROCEDURES AND ACCEPTANCE CRITERIA
C7.1 SCOPE
C7.2 GENERAL ANALYSIS REQUIREMENTS <\/td>\n<\/tr>\n
480<\/td>\nC7.3 ANALYSIS PROCEDURE SELECTION <\/td>\n<\/tr>\n
481<\/td>\nC7.4 ANALYSIS PROCEDURES <\/td>\n<\/tr>\n
484<\/td>\nC7.5 ACCEPTANCE CRITERIA <\/td>\n<\/tr>\n
488<\/td>\nC7.6 ALTERNATIVE MODELING PARAMETERS AND ACCEPTANCE CRITERIA <\/td>\n<\/tr>\n
492<\/td>\nCHAPTER C8 FOUNDATIONS AND GEOLOGIC SITE HAZARDS
C8.1 SCOPE
C8.2 SITE CHARACTERIZATION <\/td>\n<\/tr>\n
495<\/td>\nC8.3 MITIGATION OF SEISMIC\u2013GEOLOGIC SITE HAZARDS <\/td>\n<\/tr>\n
496<\/td>\nC8.4 FOUNDATION STRENGTH AND STIFFNESS <\/td>\n<\/tr>\n
500<\/td>\nC8.5 SOIL\u2013STRUCTURE INTERACTION EFFECTS <\/td>\n<\/tr>\n
501<\/td>\nC8.6 SEISMIC EARTH PRESSURE
C8.7 FOUNDATION RETROFIT <\/td>\n<\/tr>\n
504<\/td>\nCHAPTER C9 STEEL AND IRON
C9.1 SCOPE
C9.2 MATERIAL PROPERTIES AND CONDITION ASSESSMENT <\/td>\n<\/tr>\n
507<\/td>\nC9.3 GENERAL ASSUMPTIONS AND REQUIREMENTS <\/td>\n<\/tr>\n
508<\/td>\nC9.4 STEEL MOMENT FRAMES <\/td>\n<\/tr>\n
512<\/td>\nC9.5 STEEL BRACED FRAMES <\/td>\n<\/tr>\n
515<\/td>\nC9.6 STEEL FRAMES WITH INFILLS
C9.7 COLD-FORMED STEEL LIGHT FRAME CONSTRUCTION, SHEAR WALL SYSTEMS <\/td>\n<\/tr>\n
516<\/td>\nC9.8 COLD-FORMED STEEL MOMENT-FRAME SYSTEMS
C9.9 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION, STRAP-BRACED WALL SYSTEMS
C9.10 DIAPHRAGMS <\/td>\n<\/tr>\n
518<\/td>\nC9.11 STEEL PILE FOUNDATIONS
C9.12 CAST AND WROUGHT IRON <\/td>\n<\/tr>\n
520<\/td>\nCHAPTER C10 CONCRETE
C10.1 SCOPE
C10.2 MATERIAL PROPERTIES AND CONDITION ASSESSMENT <\/td>\n<\/tr>\n
523<\/td>\nC10.3 GENERAL ASSUMPTIONS AND REQUIREMENTS <\/td>\n<\/tr>\n
525<\/td>\nC10.4 CONCRETE MOMENT FRAMES <\/td>\n<\/tr>\n
530<\/td>\nC10.5 PRECAST CONCRETE FRAMES
C10.6 CONCRETE FRAMES WITH INFILLS <\/td>\n<\/tr>\n
531<\/td>\nC10.7 CONCRETE STRUCTURAL WALLS <\/td>\n<\/tr>\n
534<\/td>\nC10.8 PRECAST CONCRETE STRUCTURAL WALLS <\/td>\n<\/tr>\n
535<\/td>\nC10.9 CONCRETE-BRACED FRAMES
C10.10 CAST-IN-PLACE CONCRETE DIAPHRAGMS <\/td>\n<\/tr>\n
536<\/td>\nC10.11 PRECAST CONCRETE DIAPHRAGMS
C10.12 CONCRETE FOUNDATIONS <\/td>\n<\/tr>\n
538<\/td>\nC11.1 SCOPE
C11.2 CONDITION ASSESSMENT AND MATERIAL PROPERTIES <\/td>\n<\/tr>\n
542<\/td>\nC11.3 MASONRY WALLS <\/td>\n<\/tr>\n
552<\/td>\nC11.4 MASONRY INFILLS <\/td>\n<\/tr>\n
555<\/td>\nC11.6 MASONRY FOUNDATION ELEMENTS <\/td>\n<\/tr>\n
558<\/td>\nCHAPTER C12 WOOD LIGHT FRAME
C12.1 SCOPE
C12.2 MATERIAL PROPERTIES AND CONDITION ASSESSMENT <\/td>\n<\/tr>\n
561<\/td>\nC12.3 GENERAL ASSUMPTIONS AND REQUIREMENTS
C12.4 WOOD LIGHT-FRAME SHEAR WALLS <\/td>\n<\/tr>\n
565<\/td>\nC12.5 WOOD DIAPHRAGMS <\/td>\n<\/tr>\n
568<\/td>\nC12.6 WOOD FOUNDATIONS
C12.7 OTHER WOOD ELEMENTS AND COMPONENTS <\/td>\n<\/tr>\n
570<\/td>\nCHAPTER C13
\nARCHITECTURAL, MECHANICAL, AND ELECTRICAL COMPONENTS
C13.1 SCOPE
C13.2 EVALUATION AND RETROFIT PROCEDURE FOR NONSTRUCTURAL COMPONENTS <\/td>\n<\/tr>\n
571<\/td>\nC13.3 COMPONENT EVALUATION
C13.4 EVALUATION AND RETROFIT PROCEDURES <\/td>\n<\/tr>\n
572<\/td>\nC13.5 RETROFIT APPROACHES <\/td>\n<\/tr>\n
573<\/td>\nC13.6 ARCHITECTURAL COMPONENTS: DEFINITION, BEHAVIOR, AND ACCEPTANCE CRITERIA <\/td>\n<\/tr>\n
576<\/td>\nC13.7 MECHANICAL, ELECTRICAL, AND PLUMBING COMPONENTS: DEFINITION, BEHAVIOR, AND ACCEPTANCE CRITERIA <\/td>\n<\/tr>\n
578<\/td>\nC13.8 FURNISHINGS AND INTERIOR EQUIPMENT: DEFINITION, BEHAVIOR, AND ACCEPTANCE CRITERIA <\/td>\n<\/tr>\n
580<\/td>\nCHAPTER C14 SEISMIC ISOLATION
C14.1 SCOPE
C14.2 GENERAL REQUIREMENTS <\/td>\n<\/tr>\n
581<\/td>\nC14.3 SEISMIC ISOLATION SYSTEM COMPONENT PROPERTIES <\/td>\n<\/tr>\n
582<\/td>\nC14.4 ISOLATION SYSTEM MODELING <\/td>\n<\/tr>\n
583<\/td>\nC14.5 ANALYSIS PROCEDURES <\/td>\n<\/tr>\n
586<\/td>\nC14.6 NONSTRUCTURAL COMPONENTS <\/td>\n<\/tr>\n
587<\/td>\nC14.7 ISOLATION SYSTEM TESTING AND DESIGN PROPERTIES <\/td>\n<\/tr>\n
588<\/td>\nC14.8 DESIGN REVIEW <\/td>\n<\/tr>\n
590<\/td>\nCHAPTER C15 DESIGN REQUIREMENTS FOR STRUCTURES WITH SUPPLEMENTALENERGY DISSIPATION
C15.1 SCOPE <\/td>\n<\/tr>\n
592<\/td>\nC15.7 DESIGN REVIEW <\/td>\n<\/tr>\n
594<\/td>\nCHAPTER C16 SYSTEM-SPECIFIC PERFORMANCE PROCEDURES
C16.1 SCOPE
C16.2 SPECIAL PROCEDURE FOR UNREINFORCED MASONRY <\/td>\n<\/tr>\n
598<\/td>\nCHAPTER C17 TIER 1 CHECKLISTS
C17.2 STRUCTURAL CHECKLISTS FOR BUILDING TYPES W1: WOOD LIGHT FRAMES AND W1A: MULTI-STORY, MULTI-UNIT RESIDENTIAL WOOD FRAME
C17.3 STRUCTURAL CHECKLISTS FOR BUILDING TYPE W2: WOOD FRAMES, COMMERCIAL AND INDUSTRIAL
C17.4 STRUCTURAL CHECKLISTS FOR BUILDING TYPE S1: STEEL MOMENT FRAMES WITH STIFF DIAPHRAGMS AND S1A: STEEL MOMENT FRAMES WITH FL
C17.5 STRUCTURAL CHECKLISTS FOR BUILDING TYPES S2: STEEL BRACED FRAMES WITH STIFF DIAPHRAGMS AND S2A: STEEL BRACED FRAMES WITH F <\/td>\n<\/tr>\n
599<\/td>\nC17.6 STRUCTURAL CHECKLISTS FOR BUILDING TYPE S3: METAL BUILDING FRAMES
C17.7 STRUCTURAL CHECKLISTS FOR BUILDING TYPE S4: DUAL SYSTEMS WITH BACKUP STEEL MOMENT FRAMES AND STIFF DIAPHRAGMS
C17.8 STRUCTURAL CHECKLISTS FOR BUILDING TYPES S5: STEEL FRAMES WITH INFILL MASONRY SHEAR WALLS AND STIFF DIAPHRAGMS AND S5A: ST
C17.9 STRUCTURAL CHECKLISTS FOR BUILDING TYPE CFS1: COLD-FORMED STEEL LIGHTFRAME BEARING WALL CONSTRUCTION, SHEAR WALL LATERAL S
C17.10 STRUCTURAL CHECKLISTS FOR BUILDING TYPE CFS2: COLD-FORMED STEEL LIGHTFRAME BEARING WALL CONSTRUCTION, STRAP-BRACED LATERA
C17.11 STRUCTURAL CHECKLISTS FOR BUILDING TYPE C1: CONCRETE MOMENT FRAMES <\/td>\n<\/tr>\n
600<\/td>\nC17.12 STRUCTURAL CHECKLISTS FOR BUILDING TYPES C2: CONCRETE SHEAR WALLS WITH STIFF DIAPHRAGMS AND C2A: CONCRETE SHEAR WALLS WIT
C17.13 STRUCTURAL CHECKLISTS FOR BUILDING TYPES C3: CONCRETE FRAMES WITH INFILL MASONRY SHEAR WALLS AND C3A: CONCRETE FRAMES WIT
C17.14 STRUCTURAL CHECKLISTS FOR BUILDING TYPES PC1: PRECAST OR TILT-UP CONCRETE SHEAR WALLS WITH FLEXIBLE DIAPHRAGMS AND PC1A:
C17.15 STRUCTURAL CHECKLISTS FOR BUILDING TYPE PC2: PRECAST CONCRETE FRAMES WITH SHEAR WALLS
C17.16 STRUCTURAL CHECKLISTS FOR BUILDING TYPE PC2A: PRECAST CONCRETE FRAMES WITHOUT SHEAR WALLS <\/td>\n<\/tr>\n
601<\/td>\nC17.17 STRUCTURAL CHECKLISTS FOR BUILDING TYPES RM1: REINFORCED MASONRY BEARING WALLS WITH FLEXIBLE DIAPHRAGMS AND RM2: REINFORC
C17.18 STRUCTURAL CHECKLISTS FOR BUILDING TYPES URM: UNREINFORCED MASONRY BEARING WALLS WITH FLEXIBLE DIAPHRAGMS AND URMA: UNREI
C17.19 NONSTRUCTURAL CHECKLIST <\/td>\n<\/tr>\n
602<\/td>\nC18.1 COMMENTARY REFERENCES <\/td>\n<\/tr>\n
612<\/td>\nOTHER REFERENCES (NOT CITED) <\/td>\n<\/tr>\n
616<\/td>\nINDEX <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

ASCE Standard 41: Seismic Evaluation and Retrofit of Existing Buildings<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ASCE<\/b><\/a><\/td>\n2017<\/td>\n623<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":176170,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2660],"product_tag":[],"class_list":{"0":"post-176168","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-asce","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/176168","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/176170"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=176168"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=176168"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=176168"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}