ASCE Standard 41 2017
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ASCE Standard 41: Seismic Evaluation and Retrofit of Existing Buildings
Published By | Publication Date | Number of Pages |
ASCE | 2017 | 623 |
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.
PDF Catalog
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48 | CHAPTER 1 GENERAL REQUIREMENTS 1.1 SCOPE 1.2 DEFINITIONS AND NOTATIONS |
66 | 1.3 EVALUATION AND RETROFIT PROCESS 1.4 SEISMIC EVALUATION PROCESS |
67 | 1.5 SEISMIC RETROFIT PROCESS |
70 | CHAPTER 2 PERFORMANCE OBJECTIVES AND SEISMIC HAZARDS 2.1 SCOPE 2.2 PERFORMANCE OBJECTIVES 2.3 TARGET BUILDING PERFORMANCE LEVELS |
73 | 2.4 SEISMIC HAZARD |
74 | 2.5 LEVEL OF SEISMICITY |
76 | CHAPTER 3 EVALUATION AND RETROFIT REQUIREMENTS 3.1 SCOPE 3.2 AS-BUILT INFORMATION |
81 | 3.3 BENCHMARK BUILDINGS 3.4 EVALUATION AND RETROFIT PROCEDURES |
88 | CHAPTER 4 TIER 1 SCREENING 4.1 SCOPE 4.2 SCOPE OF INVESTIGATION REQUIRED 4.3 SELECTION AND USE OF CHECKLISTS |
91 | 4.4 TIER 1 ANALYSIS |
96 | CHAPTER 5 TIER 2 DEFICIENCY-BASED EVALUATION AND RETROFIT 5.1 SCOPE 5.2 GENERAL REQUIREMENTS |
99 | 5.3 TIER 2 DEFICIENCY-BASED EVALUATION REQUIREMENTS 5.4 PROCEDURES FOR BASIC CONFIGURATION OF BUILDING SYSTEMS |
100 | 5.5 PROCEDURES FOR SEISMIC-FORCE-RESISTING SYSTEMS |
103 | 5.6 PROCEDURES FOR DIAPHRAGMS |
104 | 5.7 PROCEDURES FOR CONNECTIONS 5.8 TIER 2 DEFICIENCY-BASED RETROFIT REQUIREMENTS |
106 | CHAPTER 6 TIER 3 SYSTEMATIC EVALUATION AND RETROFIT 6.1 SCOPE 6.2 DATA COLLECTION REQUIREMENTS |
108 | 6.3 TIER 3 EVALUATION REQUIREMENTS 6.4 TIER 3 RETROFIT REQUIREMENTS |
110 | CHAPTER 7 ANALYSIS PROCEDURES AND ACCEPTANCE CRITERIA 7.1 SCOPE 7.2 GENERAL ANALYSIS REQUIREMENTS |
116 | 7.3 ANALYSIS PROCEDURE SELECTION |
118 | 7.4 ANALYSIS PROCEDURES |
123 | 7.5 ACCEPTANCE CRITERIA |
127 | 7.6 ALTERNATIVE MODELING PARAMETERS AND ACCEPTANCE CRITERIA |
130 | CHAPTER 8 FOUNDATIONS AND GEOLOGIC SITE HAZARDS 8.1 SCOPE 8.2 SITE CHARACTERIZATION |
132 | 8.3 MITIGATION OF SEISMICāGEOLOGIC SITE HAZARDS 8.4 FOUNDATION STRENGTH AND STIFFNESS |
141 | 8.5 SOILāSTRUCTURE INTERACTION EFFECTS |
143 | 8.6 SEISMIC EARTH PRESSURE |
144 | 8.7 FOUNDATION RETROFIT |
146 | CHAPTER 9 STEEL AND IRON 9.1 SCOPE 9.2 MATERIAL PROPERTIES AND CONDITION ASSESSMENT |
152 | 9.3 GENERAL ASSUMPTIONS AND REQUIREMENTS |
153 | 9.4 STEEL MOMENT FRAMES |
171 | 9.5. STEEL BRACED FRAMES |
176 | 9.6 STEEL FRAMES WITH INFILLS 9.7 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION, SHEAR WALL SYSTEMS |
179 | 9.8 COLD-FORMED STEEL MOMENT-FRAME SYSTEMS |
182 | 9.9 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION, STRAP-BRACED WALL SYSTEMS 9.10 DIAPHRAGMS |
185 | 9.11 STEEL PILE FOUNDATIONS |
186 | 9.12 CAST AND WROUGHT IRON |
188 | CHAPTER 10 CONCRETE 10.1 SCOPE 10.2 MATERIAL PROPERTIES AND CONDITION ASSESSMENT |
193 | 10.3 GENERAL ASSUMPTIONS AND REQUIREMENTS |
200 | 10.4 CONCRETE MOMENT FRAMES |
211 | 10.5 PRECAST CONCRETE FRAMES 10.6 CONCRETE FRAMES WITH INFILLS |
214 | 10.7 CONCRETE STRUCTURAL WALLS |
219 | 10.8 PRECAST CONCRETE STRUCTURAL WALLS |
221 | 10.9 CONCRETE BRACED FRAMES |
222 | 10.10 CAST-IN-PLACE CONCRETE DIAPHRAGMS 10.11 PRECAST CONCRETE DIAPHRAGMS |
223 | 10.12 CONCRETE FOUNDATIONS |
224 | CHAPTER 11 MASONRY 11.1 SCOPE 11.2 CONDITION ASSESSMENT AND MATERIAL PROPERTIES |
228 | 11.3 MASONRY WALLS |
236 | 11.4 MASONRY INFILLS |
243 | 11.5 ANCHORAGE TO MASONRY WALLS |
244 | 11.6 MASONRY FOUNDATION ELEMENTS |
246 | CHAPTER 12 WOOD LIGHT FRAME 12.1 SCOPE 12.2 MATERIAL PROPERTIES AND CONDITION ASSESSMENT |
249 | 12.3 GENERAL ASSUMPTIONS AND REQUIREMENTS |
250 | 12.4 WOOD LIGHT-FRAME SHEAR WALLS |
257 | 12.5 WOOD DIAPHRAGMS |
260 | 12.6 WOOD FOUNDATIONS 12.7 OTHER WOOD ELEMENTS AND COMPONENTS |
262 | CHAPTER 13 ARCHITECTURAL, MECHANICAL, AND ELECTRICAL COMPONENTS 13.1 SCOPE 13.2 EVALUATION AND RETROFIT PROCEDURE FOR NONSTRUCTURAL COMPONENTS |
265 | 13.3 COMPONENT EVALUATION 13.4 EVALUATION AND RETROFIT PROCEDURES |
268 | 13.5 RETROFIT APPROACHES 13.6 ARCHITECTURAL COMPONENTS: DEFINITION, BEHAVIOR, AND ACCEPTANCE CRITERIA |
275 | 13.7 MECHANICAL, ELECTRICAL, AND PLUMBING COMPONENTS: DEFINITION, BEHAVIOR, AND ACCEPTANCE CRITERIA |
281 | 13.8 FURNISHINGS AND INTERIOR EQUIPMENT: DEFINITION, BEHAVIOR, AND ACCEPTANCE CRITERIA |
284 | CHAPTER 14 SEISMIC ISOLATION 14.1 SCOPE 14.2 GENERAL REQUIREMENTS |
285 | 14.3 SEISMIC ISOLATION SYSTEM COMPONENT PROPERTIES |
286 | 14.4 ISOLATION SYSTEM MODELING |
287 | 14.5 ANALYSIS PROCEDURES |
291 | 14.6 NONSTRUCTURAL COMPONENTS 14.7 ISOLATION SYSTEM TESTING AND DESIGN PROPERTIES |
294 | 14.8 DESIGN REVIEW |
296 | CHAPTER 15 DESIGN REQUIREMENTS FOR STRUCTURES WITH SUPPLEMENTAL ENERGY DISSIPATION 15.1 SCOPE 15.2 GENERAL DESIGN REQUIREMENTS |
297 | 15.3 PROPERTIES OF ENERGY DISSIPATION DEVICES 15.4 ANALYSIS PROCEDURE SELECTION 15.5 NONLINEAR DYNAMIC PROCEDURES |
299 | 15.6 DETAILED SYSTEM REQUIREMENTS 15.7 DESIGN REVIEW 15.8 REQUIRED TESTS OF ENERGY DISSIPATION DEVICES |
301 | 15.9 LINEAR ANALYSIS PROCEDURES |
303 | 15.10 NONLINEAR STATIC PROCEDURE |
306 | CHAPTER 16 SYSTEM-SPECIFIC PERFORMANCE PROCEDURES 16.1 SCOPE 16.2 SPECIAL PROCEDURE FOR UNREINFORCED MASONRY |
314 | CHAPTER 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 |
322 | 17.4 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 |
328 | 17.6 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 |
335 | 17.8 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 |
339 | 17.10 STRUCTURAL CHECKLISTS FOR BUILDING TYPE CFS2: COLD-FORMED STEEL LIGHTFRAME BEARING WALL CONSTRUCTION, STRAP-BRACED LATERAL |
342 | 17.11 STRUCTURAL CHECKLISTS FOR BUILDING TYPE C1: CONCRETE MOMENT FRAMES |
345 | 17.12 STRUCTURAL CHECKLIST FOR BUILDING TYPES C2: CONCRETE SHEAR WALLS WITH STIFF DIAPHRAGMS AND C2A: CONCRETE SHEAR WALLS WITH |
348 | 17.13 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 |
354 | 17.15 STRUCTURAL CHECKLISTS FOR BUILDING TYPE PC2: PRECAST CONCRETE FRAMES WITH SHEAR WALLS |
358 | 17.16 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 |
363 | 17.18 STRUCTURAL CHECKLISTS FOR BUILDING TYPES URM: UNREINFORCED MASONRY BEARING WALLS WITH FLEXIBLE DIAPHRAGMS AND URMA: UNREIN |
365 | 17.19 NONSTRUCTURAL CHECKLIST |
374 | CHAPTER 18 REFERENCE DOCUMENTS 18.1 CONSENSUS STANDARDS AND OTHER REFERENCE DOCUMENTS |
378 | APPENDIX A GUIDELINES FOR DEFICIENCY-BASED PROCEDURES A.1 GENERAL A.2 PROCEDURES FOR BUILDING SYSTEMS |
385 | A.3 PROCEDURES FOR SEISMIC-FORCE-RESISTING SYSTEMS |
401 | A.4 PROCEDURES FOR DIAPHRAGMS |
407 | A.5 PROCEDURES FOR CONNECTIONS |
411 | A.6 PROCEDURES FOR GEOLOGIC SITE HAZARDS AND FOUNDATIONS |
412 | A.7 PROCEDURES FOR NONSTRUCTURAL COMPONENTS |
422 | APPENDIX B APPLYING ASCE 41 IN BUILDING CODES, REGULATORY POLICIES, AND MITIGATION PROGRAMS B.1 INTRODUCTION B.2 MANDATORY MITIGATION |
425 | B.3 VOLUNTARY MITIGATION |
426 | B.4 TRIGGERED MITIGATION |
432 | CHAPTER C1 GENERAL REQUIREMENTS C1.1 SCOPE |
434 | C1.3 EVALUATION AND RETROFIT PROCESS C1.4 SEISMIC EVALUATION PROCESS |
436 | C1.5 SEISMIC RETROFIT PROCESS |
442 | CHAPTER C2 PERFORMANCE OBJECTIVES AND SEISMIC HAZARDS C2.2 PERFORMANCE OBJECTIVES |
445 | C2.3 TARGET BUILDING PERFORMANCE LEVELS |
460 | C2.5 LEVEL OF SEISMICITY |
462 | CHAPTER C3 EVALUATION AND RETROFIT REQUIREMENTS C3.2 AS-BUILT INFORMATION |
463 | C3.3 BENCHMARK BUILDINGS |
464 | C3.4 EVALUATION AND RETROFIT PROCEDURES |
468 | CHAPTER C4 TIER 1 SCREENING C4.1 SCOPE C4.2 SCOPE OF INVESTIGATION REQUIRED C4.3 SELECTION AND USE OF CHECKLISTS |
469 | C4.4 TIER 1 ANALYSIS |
470 | CHAPTER C5 TIER 2 DEFICIENCY-BASED EVALUATION AND RETROFIT C5.1 SCOPE C5.2 GENERAL REQUIREMENTS |
471 | C5.3 TIER 2 DEFICIENCY-BASED EVALUATION REQUIREMENTS C5.4 PROCEDURES FOR BASIC CONFIGURATION OF BUILDING SYSTEMS |
472 | C5.5 PROCEDURES FOR SEISMIC-FORCERESISTING SYSTEMS |
473 | C5.7 PROCEDURES FOR CONNECTIONS C5.8 TIER 2 DEFICIENCY-BASED RETROFIT REQUIREMENTS |
474 | CHAPTER C6 TIER 3 SYSTEMATIC EVALUATION AND RETROFIT C6.2 DATA COLLECTION REQUIREMENTS C6.3 TIER 3 EVALUATION REQUIREMENTS |
475 | C6.4 TIER 3 RETROFIT REQUIREMENTS |
476 | CHAPTER C7 ANALYSIS PROCEDURES AND ACCEPTANCE CRITERIA C7.1 SCOPE C7.2 GENERAL ANALYSIS REQUIREMENTS |
480 | C7.3 ANALYSIS PROCEDURE SELECTION |
481 | C7.4 ANALYSIS PROCEDURES |
484 | C7.5 ACCEPTANCE CRITERIA |
488 | C7.6 ALTERNATIVE MODELING PARAMETERS AND ACCEPTANCE CRITERIA |
492 | CHAPTER C8 FOUNDATIONS AND GEOLOGIC SITE HAZARDS C8.1 SCOPE C8.2 SITE CHARACTERIZATION |
495 | C8.3 MITIGATION OF SEISMICāGEOLOGIC SITE HAZARDS |
496 | C8.4 FOUNDATION STRENGTH AND STIFFNESS |
500 | C8.5 SOILāSTRUCTURE INTERACTION EFFECTS |
501 | C8.6 SEISMIC EARTH PRESSURE C8.7 FOUNDATION RETROFIT |
504 | CHAPTER C9 STEEL AND IRON C9.1 SCOPE C9.2 MATERIAL PROPERTIES AND CONDITION ASSESSMENT |
507 | C9.3 GENERAL ASSUMPTIONS AND REQUIREMENTS |
508 | C9.4 STEEL MOMENT FRAMES |
512 | C9.5 STEEL BRACED FRAMES |
515 | C9.6 STEEL FRAMES WITH INFILLS C9.7 COLD-FORMED STEEL LIGHT FRAME CONSTRUCTION, SHEAR WALL SYSTEMS |
516 | C9.8 COLD-FORMED STEEL MOMENT-FRAME SYSTEMS C9.9 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION, STRAP-BRACED WALL SYSTEMS C9.10 DIAPHRAGMS |
518 | C9.11 STEEL PILE FOUNDATIONS C9.12 CAST AND WROUGHT IRON |
520 | CHAPTER C10 CONCRETE C10.1 SCOPE C10.2 MATERIAL PROPERTIES AND CONDITION ASSESSMENT |
523 | C10.3 GENERAL ASSUMPTIONS AND REQUIREMENTS |
525 | C10.4 CONCRETE MOMENT FRAMES |
530 | C10.5 PRECAST CONCRETE FRAMES C10.6 CONCRETE FRAMES WITH INFILLS |
531 | C10.7 CONCRETE STRUCTURAL WALLS |
534 | C10.8 PRECAST CONCRETE STRUCTURAL WALLS |
535 | C10.9 CONCRETE-BRACED FRAMES C10.10 CAST-IN-PLACE CONCRETE DIAPHRAGMS |
536 | C10.11 PRECAST CONCRETE DIAPHRAGMS C10.12 CONCRETE FOUNDATIONS |
538 | C11.1 SCOPE C11.2 CONDITION ASSESSMENT AND MATERIAL PROPERTIES |
542 | C11.3 MASONRY WALLS |
552 | C11.4 MASONRY INFILLS |
555 | C11.6 MASONRY FOUNDATION ELEMENTS |
558 | CHAPTER C12 WOOD LIGHT FRAME C12.1 SCOPE C12.2 MATERIAL PROPERTIES AND CONDITION ASSESSMENT |
561 | C12.3 GENERAL ASSUMPTIONS AND REQUIREMENTS C12.4 WOOD LIGHT-FRAME SHEAR WALLS |
565 | C12.5 WOOD DIAPHRAGMS |
568 | C12.6 WOOD FOUNDATIONS C12.7 OTHER WOOD ELEMENTS AND COMPONENTS |
570 | CHAPTER C13 ARCHITECTURAL, MECHANICAL, AND ELECTRICAL COMPONENTS C13.1 SCOPE C13.2 EVALUATION AND RETROFIT PROCEDURE FOR NONSTRUCTURAL COMPONENTS |
571 | C13.3 COMPONENT EVALUATION C13.4 EVALUATION AND RETROFIT PROCEDURES |
572 | C13.5 RETROFIT APPROACHES |
573 | C13.6 ARCHITECTURAL COMPONENTS: DEFINITION, BEHAVIOR, AND ACCEPTANCE CRITERIA |
576 | C13.7 MECHANICAL, ELECTRICAL, AND PLUMBING COMPONENTS: DEFINITION, BEHAVIOR, AND ACCEPTANCE CRITERIA |
578 | C13.8 FURNISHINGS AND INTERIOR EQUIPMENT: DEFINITION, BEHAVIOR, AND ACCEPTANCE CRITERIA |
580 | CHAPTER C14 SEISMIC ISOLATION C14.1 SCOPE C14.2 GENERAL REQUIREMENTS |
581 | C14.3 SEISMIC ISOLATION SYSTEM COMPONENT PROPERTIES |
582 | C14.4 ISOLATION SYSTEM MODELING |
583 | C14.5 ANALYSIS PROCEDURES |
586 | C14.6 NONSTRUCTURAL COMPONENTS |
587 | C14.7 ISOLATION SYSTEM TESTING AND DESIGN PROPERTIES |
588 | C14.8 DESIGN REVIEW |
590 | CHAPTER C15 DESIGN REQUIREMENTS FOR STRUCTURES WITH SUPPLEMENTALENERGY DISSIPATION C15.1 SCOPE |
592 | C15.7 DESIGN REVIEW |
594 | CHAPTER C16 SYSTEM-SPECIFIC PERFORMANCE PROCEDURES C16.1 SCOPE C16.2 SPECIAL PROCEDURE FOR UNREINFORCED MASONRY |
598 | CHAPTER 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 |
599 | C17.6 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 |
600 | C17.12 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 |
601 | C17.17 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 |
602 | C18.1 COMMENTARY REFERENCES |
612 | OTHER REFERENCES (NOT CITED) |
616 | INDEX |