{"id":25850,"date":"2024-10-17T00:33:07","date_gmt":"2024-10-17T00:33:07","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asce-31-03\/"},"modified":"2024-10-24T13:42:34","modified_gmt":"2024-10-24T13:42:34","slug":"asce-31-03","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asce\/asce-31-03\/","title":{"rendered":"ASCE 31 03"},"content":{"rendered":"

Seismic Evaluation of Existing Buildings (ASCE 31-03), provides a three-tiered process for seismic evaluation of existing buildings in any level of seismicity. Buildings are evaluated to either the Life Safety or Immediate Occupancy Performance Level. This standard is intended to serve as a nationally applicable tool for design professionals, code officials, and building owners looking to seismically evaluate existing buildings. A major portion is dedicated to instructing the evaluating design professional on how to determine if a building is adequately designed and constructed to resist seismic forces. The design of mitigation measures is not addressed in this standard. ASCE 31-03 is intended to replace FEMA 310, Handbook for Seismic Evaluation of Buildings — A Prestandard (FEMA, 1998). All aspects of building performance are considered and defined in terms of structural, nonstructural, and foundation\/geologic hazard issues. This standard was written to: reflect advancements in technology; incorporate the experience of design professionals; incorporate lessons learned during recent earthquakes; be compatible with FEMA 356, Prestandard and Commentary for the Seismic Rehabilitation of Buildings (FEMA, 2000c); be suitable for adoption in building codes and contracts; be nationally applicable; and provide evaluation techniques.<\/span><\/p>\n

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
11<\/td>\nGeneral Provisions
General Provisions
Scope
Scope
Index
Index
The three-tiered process for seismic evaluation of buildings is depicted in Figure
The three-tiered process for seismic evaluation of buildings is depicted in Figure <\/td>\n<\/tr>\n
13<\/td>\nBasic Requirements
Basic Requirements
ASCE 31 -03 Seismic Evaluation of Existing Buildings
ASCE 31 -03 Seismic Evaluation of Existing Buildings <\/td>\n<\/tr>\n
18<\/td>\nDefinitions
Definitions <\/td>\n<\/tr>\n
26<\/td>\nReferences
References <\/td>\n<\/tr>\n
31<\/td>\nEvaluation Requirements
Evaluation Requirements
Level of Investigation Required
Level of Investigation Required <\/td>\n<\/tr>\n
32<\/td>\nSite Visit
Site Visit <\/td>\n<\/tr>\n
33<\/td>\nLevel of Performance
Level of Performance <\/td>\n<\/tr>\n
34<\/td>\nLevel of Seismicity
Level of Seismicity <\/td>\n<\/tr>\n
35<\/td>\nBuilding Type
Building Type <\/td>\n<\/tr>\n
43<\/td>\nScreening Phase (Tier
Screening Phase (Tier <\/td>\n<\/tr>\n
45<\/td>\nBenchmark Buildings
Benchmark Buildings
Table
Table
Evaluation shall be required for buildings designated by \u201aT3\u2122 in Table
Evaluation shall be required for buildings designated by \u201aT3\u2122 in Table <\/td>\n<\/tr>\n
47<\/td>\nSelection and Use of Checklists
Selection and Use of Checklists <\/td>\n<\/tr>\n
49<\/td>\nFurther Evaluation Requirements
Further Evaluation Requirements
ASCE 31-03 Seismic Evaluation of Existing Buildings
ASCE 31-03 Seismic Evaluation of Existing Buildings <\/td>\n<\/tr>\n
51<\/td>\nTier 1 Analysis
Tier 1 Analysis <\/td>\n<\/tr>\n
62<\/td>\nLevel of Low Seismicity Checklist
Level of Low Seismicity Checklist <\/td>\n<\/tr>\n
63<\/td>\nStructural Checklists
Structural Checklists <\/td>\n<\/tr>\n
161<\/td>\nGeologic Site Hazards And Foundations Checklist
Geologic Site Hazards And Foundations Checklist <\/td>\n<\/tr>\n
163<\/td>\nNonstructural Checklists
Nonstructural Checklists <\/td>\n<\/tr>\n
173<\/td>\nEvaluation Phase (Tier
Evaluation Phase (Tier
Tier 2 Analysis
Tier 2 Analysis <\/td>\n<\/tr>\n
205<\/td>\nProcedures for Building Systems
Procedures for Building Systems <\/td>\n<\/tr>\n
222<\/td>\nProcedures for Lateral-Force-Resisting Systems
Procedures for Lateral-Force-Resisting Systems <\/td>\n<\/tr>\n
266<\/td>\nProcedures for Diaphragms
Procedures for Diaphragms <\/td>\n<\/tr>\n
278<\/td>\nProcedures for Connections
Procedures for Connections <\/td>\n<\/tr>\n
290<\/td>\nProcedures for Geologic Site Hazards and Foundations
Procedures for Geologic Site Hazards and Foundations <\/td>\n<\/tr>\n
296<\/td>\nProcedures for Nonstructural Components
Procedures for Nonstructural Components <\/td>\n<\/tr>\n
325<\/td>\nDetailed Evaluation Phase (Tier
Detailed Evaluation Phase (Tier
Available Procedures
Available Procedures <\/td>\n<\/tr>\n
327<\/td>\nSelection of Detailed Procedures
Selection of Detailed Procedures <\/td>\n<\/tr>\n
329<\/td>\nAppendix A – Examples
Appendix A – Examples <\/td>\n<\/tr>\n
330<\/td>\nExample 1 : Building Type W 1 : Wood Light Frame
Example 1 : Building Type W 1 : Wood Light Frame <\/td>\n<\/tr>\n
342<\/td>\nExample 2: Building Type S 1A: Steel Moment Frame with Flexible Diaphragms
Example 2: Building Type S 1A: Steel Moment Frame with Flexible Diaphragms <\/td>\n<\/tr>\n
362<\/td>\nConcrete Frame with Infill Masonry Shear Walls and Stiff Diaphragms
Concrete Frame with Infill Masonry Shear Walls and Stiff Diaphragms <\/td>\n<\/tr>\n
372<\/td>\nReinforced Masonry Bearing Wall Building with Stiff Diaphragms
Reinforced Masonry Bearing Wall Building with Stiff Diaphragms <\/td>\n<\/tr>\n
387<\/td>\nExample 5: Building Type W2: Wood Frame Commercial and Industrial
Example 5: Building Type W2: Wood Frame Commercial and Industrial <\/td>\n<\/tr>\n
401<\/td>\nExample 6: Building Type S2: Steel Braced Frame with Stiff Diaphragms
Example 6: Building Type S2: Steel Braced Frame with Stiff Diaphragms <\/td>\n<\/tr>\n
416<\/td>\nUnreinforced Masonry Bearing Wall Building with Flexible Diaphragms
Unreinforced Masonry Bearing Wall Building with Flexible Diaphragms <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

ASCE\/SEI 31 Seismic Evaluation 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>\n2003<\/td>\n448<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":25851,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2660],"product_tag":[],"class_list":{"0":"post-25850","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\/25850","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\/25851"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=25850"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=25850"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=25850"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}