{"title":"Extreme Wind \u0026 Coastal Inundation","description":"","products":[{"product_id":"hurricane-fran-north-carolina-september-5-1996-reconnaissance-report","title":"Hurricane Fran, North Carolina, September 5, 1996: Reconnaissance Report","description":"\u003cp\u003eThe ATC-44 report, \u003cem\u003eHurricane Fran, North Carolina, September 5, 1996: Reconnaissance Report, \u003c\/em\u003ewas funded by the Applied Technology Council. (Published 1997, 36 pages)\u003c\/p\u003e\u003cp\u003e\u003cstrong\u003eABSTRACT:\u003c\/strong\u003e Written for an intended audience of design professionals and regulators, this report contains information on hurricane size, path, and rainfall amounts, coastal impacts, including storm surges and waves, forces on structures, and the role of erosion, the role of beach nourishment in reducing wave energy and crest height, building code requirements, observations and interpretations of damage to buildings, including the effect of debris acting as missiles, and lifeline performance.\u003c\/p\u003e\u003cp\u003e\u003cstrong\u003eClick \u003ca href=\"https:\/\/cdn.shopify.com\/s\/files\/1\/0839\/4224\/4564\/files\/ATC-44-toc.pdf?v=1783550437\" target=\"_blank\"\u003ehere\u003c\/a\u003e to view the Title Page, Preface, and Contents.\u003c\/strong\u003e\u003c\/p\u003e","brand":"Applied Technology Council","offers":[{"title":"Default Title","offer_id":48162043461844,"sku":"ATC-44","price":25.0,"currency_code":"USD","in_stock":true}],"thumbnail_url":"\/\/cdn.shopify.com\/s\/files\/1\/0839\/4224\/4564\/files\/ATC44cover.jpg?v=1782184357"},{"product_id":"field-manual-safety-evaluation-of-buildings-after-windstorms-and-floods","title":"Field Manual: Safety Evaluation of Buildings after Windstorms and Floods","description":"\u003cp\u003eThe ATC-45 \u003cem\u003eField Manual: Safety Evaluation of Buildings After Windstorms and Floods\u003c\/em\u003e was developed with funding from ATC, the \u003ca href=\"atc-endowment-fund.html\"\u003eATC Endowment Fund\u003c\/a\u003e, and the Institute for Business and Home Safety (IBHS) (Published 2004, 132 pages).\u003c\/p\u003e\u003cp\u003e\u003cstrong\u003eABSTRACT:\u003c\/strong\u003e The ATC-45 \u003cem\u003eField Manual\u003c\/em\u003e provides guidelines and procedures to determine whether damaged or potentially damaged buildings are safe for use after wind storms or floods, or if entry should be restricted or prohibited. Formatted as an easy-to-use pocket guide, the \u003cem\u003eManual\u003c\/em\u003e is intended to be used by structural engineers, building inspectors, and others involved in postdisaster building safety assessments. Advice is provided on evaluating structural, geotechnical, and nonstructural risks. Also included are procedures for \u003ca href=\"pdfs\/ATC45Rapid.pdf\"\u003eRapid Safety Evaluation\u003c\/a\u003e, procedures for \u003ca href=\"pdfs\/ATC45Detail.pdf\"\u003eDetailed Safety Evaluation\u003c\/a\u003e, information on how to deal with owners and occupants of damaged buildings, information on field safety for those making damage assessments, and example applications of the procedures.\u003c\/p\u003e\u003cp\u003e\u003cb\u003e\u003cspan style=\"color: rgb(192, 80, 77);\"\u003eAvailable in hard copy format only and NOT available in electronic format.  \u003c\/span\u003e\u003c\/b\u003eDownloadable Placards and Evaluation Forms can be found \u003ca href=\"https:\/\/www.atcouncil.org\/placards-and-evaluation-forms\" target=\"_blank\"\u003ehere\u003c\/a\u003e.\u003c\/p\u003e\u003cp\u003e\u003cstrong\u003eClick \u003ca href=\"https:\/\/cdn.shopify.com\/s\/files\/1\/0839\/4224\/4564\/files\/ATC-45-toc.pdf?v=1783550442\" target=\"_blank\"\u003ehere\u003c\/a\u003e to view the Title Page, Preface, and Contents.\u003c\/strong\u003e\u003c\/p\u003e\u003cp\u003e\u003cstrong\u003eA 20% discount is automatically applied to orders of 5 to 999 \u003cem\u003eField Manuals\u003c\/em\u003e.\u003c\/strong\u003e\u003c\/p\u003e\u003cp\u003e\u003cstrong\u003eA 30% discount is automatically applied to orders of 1,000 or more \u003cem\u003eField Manuals.  \u003c\/em\u003e\u003c\/strong\u003e\u003c\/p\u003e","brand":"Applied Technology Council","offers":[{"title":"Default Title","offer_id":48162043494612,"sku":"ATC-45","price":27.0,"currency_code":"USD","in_stock":true}],"thumbnail_url":"\/\/cdn.shopify.com\/s\/files\/1\/0839\/4224\/4564\/files\/ATC45.jpg?v=1782184358"},{"product_id":"seaw-commentary-on-wind-code-provisions","title":"SEAW Commentary on Wind Code Provisions","description":"\u003cp\u003ehe ATC-60, \u003cem\u003eSEAW Commentary on Wind Code Provisions\u003c\/em\u003e, 2-volume report was developed by the Structural Engineers Association of Washington (SEAW) and edited and published by the Applied Technology Council (ATC). Available here as SEAW\/ATC-60. (Published 2004; Volume 1: 238 pages, Volume 2: 245 pages)\u003c\/p\u003e\u003cp\u003eThe SEAW\/ATC-60 \u003cem\u003eCommentary on Wind Code Provisions\u003c\/em\u003e has been written for the benefit of designers, building code officials, instructors and anyone who designs and\/or analyzes structures for wind provisions using the 2000 or 2003 editions of the \u003cem\u003eInternational Building Code\u003c\/em\u003e (IBC), or the 1998 or 2002 editions of ASCE Standard No.7, \u003cem\u003eMinimum Design Loads for Buildings and Other Structures\u003c\/em\u003e (ASCE 7-98 or ASCE 7-02, respectively). The \u003cem\u003eCommentary \u003c\/em\u003eis organized into two volumes. Volume 1 (238 pages) contains the main body of the commentary, which includes a technical and historic overClick \u003ca href=\"https:\/\/cdn.shopify.com\/s\/files\/1\/0839\/4224\/4564\/files\/ATC-60v1.pdf?v=1783550492\" target=\"_blank\"\u003ehere\u003c\/a\u003e to view the Title Page, Preface, and Contents.\u003c\/p\u003e","brand":"Applied Technology Council","offers":[{"title":"Default Title","offer_id":48162044543188,"sku":"ATC-60","price":95.0,"currency_code":"USD","in_stock":true}],"thumbnail_url":"\/\/cdn.shopify.com\/s\/files\/1\/0839\/4224\/4564\/files\/ATC60CoverV1rev.jpg?v=1782184378"},{"product_id":"seaws-handbook-of-a-rapid-solutions-methodology-for-wind-design","title":"SEAW's Handbook of a Rapid-Solutions Methodology for Wind Design","description":"\u003cp\u003eThe RSM-3 report, \u003cem\u003eSEAW's Handbook of a Rapid-Solutions Methodology for Wind Design\u003c\/em\u003e, was developed by the Structural Engineers Association of Washington (SEAW) and edited and published by the Applied Technology Council. (ATC). (Published 2004, 214 pages)\u003c\/p\u003e\u003cp\u003e\u003cstrong\u003eABSTRACT:\u003c\/strong\u003e This report is complete with methods and charts simplifying solution of wind pressures. Using the \u003cem\u003eRapid-Solutions Methodology\u003c\/em\u003e, the carefully-crafted figures, tables and charts enable the user to intuitively determine which coefficients apply in each case. Visual clues alert the practitioner to the correct set of coefficients. With a simple three coefficient formula that will work for every ordinary everyday design, the designer will get consistent and truly rapid answers.\u003c\/p\u003e\u003cp\u003e\u003cstrong\u003eClick \u003ca href=\"https:\/\/cdn.shopify.com\/s\/files\/1\/0839\/4224\/4564\/files\/RSM-03.pdf?v=1783550942\" target=\"_blank\"\u003ehere\u003c\/a\u003e to view the Title Page, Preface, and Contents.\u003c\/strong\u003e\u003c\/p\u003e","brand":"Applied Technology Council","offers":[{"title":"Default Title","offer_id":48162049425620,"sku":"RSM-03","price":60.0,"currency_code":"USD","in_stock":true}],"thumbnail_url":"\/\/cdn.shopify.com\/s\/files\/1\/0839\/4224\/4564\/files\/RSM-03.jpg?v=1782184580"},{"product_id":"basic-wind-engineering-for-low-rise-buildings","title":"Basic Wind Engineering for Low-Rise Buildings","description":"\u003cp\u003eThe ATC Design Guide 2 report, \u003cem\u003eBasic Wind Engineering for Low-Rise Buildings\u003c\/em\u003e, was developed with funding from ATC's Henry J. Degenkolb Memorial Endowment Fund. (Published 2009, 114 pages)\u003c\/p\u003e\u003cp\u003e\u003cstrong\u003eABSTRACT:\u003c\/strong\u003e This report provides background information and guidance on wind engineering provisions for low-rise buildings contained in ASCE 7-05, \u003cem\u003eMinimum Design Loads for Buildings and Other Structures\u003c\/em\u003e, and the 2009 \u003cem\u003eInternational Building Code\u003c\/em\u003e (IBC). Treatment is limited to common building types and buildings under 60 feet in height.\u003c\/p\u003e\u003cp\u003eThe ATC Design Guide 2:\u003c\/p\u003e\u003cul\u003e\n\u003cli\u003esummarizes background information related to both atmospheric and aerodynamic effects of high winds on buildings;\u003c\/li\u003e\n\u003cli\u003edescribes and explains generalized wind provisions, including important parameters and equations required to determine wind pressures;\u003c\/li\u003e\n\u003cli\u003eguides the user on the application of ASCE 7-05 methodologies for determining wind pressures using the Analytical Procedure, the Simplified Procedure and the IBC procedure;\u003c\/li\u003e\n\u003cli\u003eguides the user on methodologies for determining wind pressures for unusual conditions, including but not limited to parapets, canopies, roof-top equipment, soffits, and overhangs; and\u003c\/li\u003e\n\u003cli\u003eincludes several design examples using various methods with commentary concerning any differences in results between the methods.\u003c\/li\u003e\n\u003c\/ul\u003e\u003cp\u003eTall buildings, dynamic effects, non-building structures, and wind tunnel applications are beyond the scope of this document.\u003c\/p\u003e\u003cp\u003eThis document is the second in a series of Design Guides developed by the Applied Technology Council, with funding in part from the ATC Endowment Fund. The series is intended to provide succinct, state-of-the-art information on important design issues for practicing structural engineers. The first such document, ATC Design Guide 1, \u003cem\u003eMinimizing Floor Vibration\u003c\/em\u003e, was published in 1999.\u003c\/p\u003e\u003cp\u003e\u003cstrong\u003eView\u003c\/strong\u003e\u003cstrong\u003e Title Page, Preface, and Contents \u003ca href=\"https:\/\/www.atcouncil.org\/docman\/atc-publications\/304-atc-design-guide-2-front-matter\/file\" target=\"_blank\"\u003ehere\u003c\/a\u003e.\u003c\/strong\u003e\u003c\/p\u003e","brand":"Applied Technology Council","offers":[{"title":"Default Title","offer_id":48162051621076,"sku":"ATC-DG2","price":50.0,"currency_code":"USD","in_stock":true}],"thumbnail_url":"\/\/cdn.shopify.com\/s\/files\/1\/0839\/4224\/4564\/files\/DG2FinalCover.jpg?v=1782184602"},{"product_id":"measurement-science-r-d-roadmap-for-windstorm-and-coastal-inundation-impact-reduction","title":"Measurement Science R\u0026D Roadmap for Windstorm and Coastal Inundation Impact Reduction","description":"\u003cp\u003e\u003cstrong\u003eTask Order 26 (ATC-100 Project)\u003c\/strong\u003e, \u003cstrong\u003e\u003cem\u003eMeasurement Science R\u0026amp;D Roadmap for Windstorm and Coastal Inundation Impact Reduction\u003c\/em\u003e\u003c\/strong\u003e\u003cstrong\u003e. \u003c\/strong\u003eThe roadmap is intended to help guide NIST’s investment in windstorm and coastal inundation impact reduction research. The rationale for public investment in these areas includes loss reduction potential (reduced fatalities, injuries, property loss, and business interruption; continuity of operations; community resilience) and enabling innovation in materials, design, construction, and retrofitting through performance-based engineering, standards, and model codes.\u003c\/p\u003e\u003cp\u003eThis task has been completed and produced the NIST GCR 14-973-13 report which may be ordered here in hard (printed) copy format. \u003c\/p\u003e\u003cp\u003e\u003cstrong\u003eView\u003c\/strong\u003e\u003cstrong\u003e Title Page, Preface, and Contents on the more info tab​\u003c\/strong\u003e\u003c\/p\u003e\n\u003cp\u003e\u003cstrong\u003eClick \u003ca href=\"https:\/\/cdn.shopify.com\/s\/files\/1\/0839\/4224\/4564\/files\/NIST_GCR_14-973-13_ATC_100.pdf?v=1783551147\" target=\"_blank\"\u003ehere\u003c\/a\u003e to view the Title Page, Preface, and Contents.\u003c\/strong\u003e\u003c\/p\u003e","brand":"Applied Technology Council","offers":[{"title":"Default Title","offer_id":48162055160020,"sku":"ATC-100","price":25.0,"currency_code":"USD","in_stock":true}],"thumbnail_url":"\/\/cdn.shopify.com\/s\/files\/1\/0839\/4224\/4564\/files\/01_cover-titlepage_1.jpg?v=1782184671"},{"product_id":"fema-p-1000-safer-stronger-smarter-a-guide-to-improving-school-natural-hazard-safety","title":"FEMA P-1000, Safer, Stronger, Smarter: A Guide to Improving School Natural Hazard Safety","description":"\u003cp\u003e\u003cb\u003e**FREE FOR DOWNLOAD**\u003c\/b\u003e An electronic copy of this report is available from the \u003ca href=\"https:\/\/www.fema.gov\/multimedia-library\"\u003eFEMA library\u003c\/a\u003e.\u003c\/p\u003e\n\u003cp\u003eThe ATC-122-1 project, “Reducing the Risk to our Schools from Natural Hazards and Improvingthe Safety of Our Children” was funded by FEMA to develop a School Safety Guideaddressing multiple natural hazards, including earthquakes, tornadoes,tsunamis, and flooding. FEMA P-1000, \u003ci\u003eSafer, Stronger, Smarter: A Guide to Improving School Natural Hazard Safety\u003c\/i\u003e, aims to equip school safety advocates and stakeholders with the information, tools, and resources they need to promote safer schools in their communities and it aims to empower and support decision-makers by providing actionable advice.\u003c\/p\u003e\n\u003cp\u003e\u003cspan\u003eThis document is available for free download on the \u003c\/span\u003e\u003ca href=\"http:\/\/www.fema.gov\/library\/viewRecord.do?id=3792\"\u003eFEMA website\u003cspan\u003e \u003c\/span\u003e\u003c\/a\u003e\u003cspan\u003eor free of charge in hard copy format by contacting FEMA (phone: 1-800-480-2520).\u003c\/span\u003e\u003c\/p\u003e\n\u003cp style=\"-webkit-tap-highlight-color: rgba(0, 0, 0, 0); font-family: Tahoma, Geneva, sans-serif; font-size: 13px; margin-top: 0px; margin-bottom: 0px; padding: 6px 0px; background-color: rgb(255, 255, 255);\"\u003eThis document is available for free download on the \u003ca href=\"http:\/\/www.fema.gov\/library\/Click%20\u0026lt;a%20href=\" target=\"_blank\"\u003ehere\u003c\/a\u003e to view the Title Page, Preface, and Contents.\u003c\/p\u003e\n\u003cp\u003eNote: FEMA documents are available online free of charge. The above cost is the cost of handling.\u003cbr\u003e\u003c\/p\u003e","brand":"Applied Technology Council","offers":[{"title":"Default Title","offer_id":48162057158868,"sku":"ATC-122-1","price":25.0,"currency_code":"USD","in_stock":true}],"thumbnail_url":"\/\/cdn.shopify.com\/s\/files\/1\/0839\/4224\/4564\/files\/FEMA_P-1000_Cover_with_border.jpg?v=1782184753"},{"product_id":"recommended-modeling-parameters-and-acceptance-criteria-for-nonlinear-analysis-in-support-of-seismic-evaluation-retrofit-and-design","title":"Recommended Modeling Parameters and Acceptance Criteria for Nonlinear Analysis in Support of Seismic Evaluation, Retrofit, and Design","description":"\u003cp style=\"background-image: initial; background-color: white;\"\u003e\u003cstrong\u003eTask Order 13-497 (ATC-114 Project)\u003c\/strong\u003e, \u003cem\u003e\u003cstrong\u003eAnalysis, Modeling, and Simulation forPerformance-Based Seismic Engineering\u003c\/strong\u003e\u003c\/em\u003e\u003cstrong\u003e. \u003c\/strong\u003eThis reportpresents recommended hysteretic relationships for use in nonlinear seismicanalysis in support of performance-based seismic design and evaluation projects.The primary intended audience for this report is committee members engaged inthe development of building code requirements for the use of nonlinear analysisin design, though individual engineers engaged in performance-based engineeringprojects may find the information presented herein useful. This task has beencompleted and produced the NIST GCR 17-917-45 report, \u003ci\u003eRecommended Modeling Parameters and Acceptance Criteria for Nonlinear Analysisin Support of Seismic Evaluation, Retrofit, and Design\u003c\/i\u003e, which may be orderedhere in hard (printed) copy format. An electronic copy of this report can be found \u003ca href=\"https:\/\/doi.org\/10.6028\/NIST.GCR.17-917-45\" target=\"_blank\"\u003ehere\u003c\/a\u003e.\u003cbr\u003e\u003cbr\u003eThis report is the Phase I document of a three-phase project. Phases II and IIIof the project produced the three following reports: \u003cbr\u003e\u003ca href=\"https:\/\/cdn.shopify.com\/s\/files\/1\/0839\/4224\/4564\/files\/NIST-GCR-17-917-46v1_FrontMatter.pdf?v=1782887313\" target=\"_blank\"\u003eNIST GCR 17-917-46v1\u003c\/a\u003e, \u003ci\u003eGuidelines forNonlinear Structural Analysis for Design of Buildings, Part I – General\u003c\/i\u003e\u003cbr\u003e\u003ca href=\"https:\/\/cdn.shopify.com\/s\/files\/1\/0839\/4224\/4564\/files\/NIST-GCR-17-917-46v2_FrontMatter.pdf?v=1782887317\" target=\"_blank\"\u003eNIST GCR 17-917-46v2\u003c\/a\u003e, \u003ci\u003eGuidelines forNonlinear Structural Analysis for Design of Buildings, Part IIa – Steel MomentFrames\u003c\/i\u003e\u003cbr\u003e\u003ca href=\"https:\/\/cdn.shopify.com\/s\/files\/1\/0839\/4224\/4564\/files\/NIST-GCR-17-917-46v3_FrontMatter.pdf?v=1782887322\" target=\"_blank\"\u003eNIST GCR 17-917-46v3\u003c\/a\u003e, \u003ci\u003eGuidelines forNonlinear Structural Analysis for Design of Buildings, Part IIb – Reinforced ConcreteMoment Frames\u003c\/i\u003e\u003co:p\u003e\u003c\/o:p\u003e\u003c\/p\u003e\u003cp\u003e\u003cstrong\u003e\u003cspan\u003eClick \u003ca href=\"https:\/\/cdn.shopify.com\/s\/files\/1\/0839\/4224\/4564\/files\/NIST_GCR_17-917-45_FrontMatter_99a7922d-a4a3-4e5a-a30f-041122e0398c.pdf?v=1783551334\" target=\"_blank\"\u003ehere\u003c\/a\u003e to view the Title Page, Preface, and Contents.\u003c\/span\u003e\u003c\/strong\u003e\u003c\/p\u003e","brand":"Applied Technology Council","offers":[{"title":"Default Title","offer_id":48162057322708,"sku":"ATC-114","price":25.0,"currency_code":"USD","in_stock":true}],"thumbnail_url":"\/\/cdn.shopify.com\/s\/files\/1\/0839\/4224\/4564\/files\/ATC-114_Phase1_Cover-bordered.jpg?v=1782184759"},{"product_id":"guidelines-for-nonlinear-structural-analysis-for-design-of-buildings-part-i-general","title":"Guidelines for Nonlinear Structural Analysis for Design of Buildings, Part I – General","description":"\u003cp\u003e\u003cstrong\u003eTask Order 13-497 (ATC-114 Project)\u003c\/strong\u003e, \u003cstrong\u003e\u003ci\u003eAnalysis, Modeling, and Simulation for Performance-Based Seismic Engineering\u003c\/i\u003e. \u003c\/strong\u003eThe guidance included in this series of reports are intended to address the need to establish consistent modeling parameters and assumptions for nonlinear dynamic analysis of common types of structural systems used in buildings. This task has been completed and produced the NIST GCR 17-917-46v1 report, \u003ci\u003eGuidelines for Nonlinear Structural Analysis for Design of Buildings, Part I – General\u003c\/i\u003e, which may be ordered here in hard (printed) copy format. An electronic copy of this report can be found \u003ca href=\"https:\/\/doi.org\/10.6028\/NIST.GCR.17-917-46v1\" target=\"_blank\"\u003ehere\u003c\/a\u003e.\u003c\/p\u003e\u003cp\u003eThis report is one of four produced in the three-phase project. Reports from Phases I, II, and III of the project can be found at the following links: \u003cbr\u003e\u003c\/p\u003e\u003cp\u003e\u003ca href=\"https:\/\/cdn.shopify.com\/s\/files\/1\/0839\/4224\/4564\/files\/NIST_GCR_17-917-45_FrontMatter.pdf?v=1782887326\" target=\"_blank\"\u003eNIST GCR 17-917-45\u003c\/a\u003e, \u003ci\u003eRecommended Modeling Parameters and Acceptance Criteria for Nonlinear Analysis in Support of Seismic Evaluation, Retrofit, and Design\u003cbr\u003e\u003c\/i\u003e\u003ca href=\"https:\/\/cdn.shopify.com\/s\/files\/1\/0839\/4224\/4564\/files\/NIST-GCR-17-917-46v2_FrontMatter.pdf?v=1782887317\" target=\"_blank\"\u003eNIST GCR 17-917-46v2\u003c\/a\u003e, \u003ci\u003eGuidelines for Nonlinear Structural Analysis for Design of Buildings, Part IIa – Steel Moment Frames\u003cbr\u003e\u003c\/i\u003e\u003ca href=\"https:\/\/cdn.shopify.com\/s\/files\/1\/0839\/4224\/4564\/files\/NIST-GCR-17-917-46v3_FrontMatter.pdf?v=1782887322\" target=\"_blank\"\u003eNIST GCR 17-917-46v3\u003c\/a\u003e, \u003ci\u003eGuidelines for Nonlinear Structural Analysis for Design of Buildings, Part IIb – Reinforced ConcreteMoment Frames \u003c\/i\u003e\u003c\/p\u003e\u003cp\u003e\u003cstrong\u003e\u003cspan\u003eClick \u003ca href=\"https:\/\/cdn.shopify.com\/s\/files\/1\/0839\/4224\/4564\/files\/NIST-GCR-17-917-46v1_FrontMatter_11c3851d-ebac-4fee-b2c1-fab1b9a3c33b.pdf?v=1783551338\" target=\"_blank\"\u003ehere\u003c\/a\u003e to view the Title Page, Preface, and Contents.\u003c\/span\u003e\u003c\/strong\u003e\u003c\/p\u003e","brand":"Applied Technology Council","offers":[{"title":"Default Title","offer_id":48162057355476,"sku":"ATC-114-1","price":25.0,"currency_code":"USD","in_stock":true}],"thumbnail_url":"\/\/cdn.shopify.com\/s\/files\/1\/0839\/4224\/4564\/files\/ATC-114_PartI_Cover-bordered.jpg?v=1782184760"},{"product_id":"guidelines-for-nonlinear-structural-analysis-for-design-of-buildings-part-iia-steel-moment-frames","title":"Guidelines for Nonlinear Structural Analysis for Design of Buildings, Part IIa – Steel Moment Frames","description":"\u003cp class=\"MsoNormal\"\u003e\u003cstrong\u003eTask Order 13-497 (ATC-114 Project)\u003c\/strong\u003e, \u003cstrong\u003e\u003ci\u003eAnalysis, Modeling, and Simulation for Performance-Based Seismic Engineering\u003c\/i\u003e. \u003c\/strong\u003eThis document is intended to provide practical guidance for nonlinear modeling and analysis specific to the design of steel moment-resisting frames and their components. It is a companion to NIST GCR 17-17-917-46v1, \u003ci\u003eGuidelines for Nonlinear Structural Analysis for Design of Buildings, Part I – General\u003c\/i\u003e, that provides general guidance on nonlinear analysis thatis applicable to several types of building structural systems. This task has been completed and produced the NIST GCR 17-917-46v2 report, \u003ci\u003eGuidelines for Nonlinear Structural Analysis for Design of Buildings, Part IIa – Steel Moment Frames\u003c\/i\u003e, which may be ordered here in hard (printed) copy format. An electronic copy of this report can be found \u003ca href=\"https:\/\/doi.org\/10.6028\/NIST.GCR.17-917-46v2\" target=\"_blank\"\u003ehere\u003c\/a\u003e.\u003c\/p\u003e\u003cp\u003eThis report is one of four produced in the three-phase project. Reports from Phases I, II, and III of the project can be found at the following links: \u003cbr\u003e\u003ca href=\"https:\/\/cdn.shopify.com\/s\/files\/1\/0839\/4224\/4564\/files\/NIST_GCR_17-917-45_FrontMatter.pdf?v=1782887326\" target=\"_blank\"\u003eNIST GCR 17-917-45\u003c\/a\u003e, \u003ci\u003eRecommended Modeling Parameters and Acceptance Criteria for Nonlinear Analysis in Support of Seismic Evaluation, Retrofit, and Design\u003c\/i\u003e\u003cbr\u003e\u003ca href=\"https:\/\/cdn.shopify.com\/s\/files\/1\/0839\/4224\/4564\/files\/NIST-GCR-17-917-46v1_FrontMatter.pdf?v=1782887313\" target=\"_blank\"\u003eNIST GCR 17-917-46v1\u003c\/a\u003e, \u003ci\u003eGuidelines for Nonlinear Structural Analysis for Design of Buildings Part I – General\u003cbr\u003e\u003c\/i\u003e\u003ca href=\"https:\/\/cdn.shopify.com\/s\/files\/1\/0839\/4224\/4564\/files\/NIST-GCR-17-917-46v3_FrontMatter.pdf?v=1782887322\" target=\"_blank\"\u003eNIST GCR 17-917-46v3\u003c\/a\u003e, \u003ci\u003eGuidelines for Nonlinear Structural Analysis for Design of Buildings Part IIb – Reinforced Concrete Moment Frames\u003c\/i\u003e\u003c\/p\u003e\u003cp\u003e\u003cstrong\u003e\u003cspan\u003eClick \u003ca href=\"https:\/\/cdn.shopify.com\/s\/files\/1\/0839\/4224\/4564\/files\/NIST-GCR-17-917-46v2_FrontMatter_a941f518-cbc4-4a84-b8d8-629705bd9899.pdf?v=1783551342\" target=\"_blank\"\u003ehere\u003c\/a\u003e to view the Title Page, Preface, and Contents.\u003c\/span\u003e\u003c\/strong\u003e\u003c\/p\u003e","brand":"Applied Technology Council","offers":[{"title":"Default Title","offer_id":48162057388244,"sku":"ATC-114-2A","price":25.0,"currency_code":"USD","in_stock":true}],"thumbnail_url":"\/\/cdn.shopify.com\/s\/files\/1\/0839\/4224\/4564\/files\/ATC-114_PartIIa_Cover-bordered.jpg?v=1782184762"},{"product_id":"guidelines-for-nonlinear-structural-analysis-for-design-of-buildings-part-iib-reinforced-concrete-moment-frames","title":"Guidelines for Nonlinear Structural Analysis for Design of Buildings, Part IIb – Reinforced Concrete Moment Frames","description":"\u003cp class=\"MsoNormal\"\u003e\u003cstrong\u003eTask Order 13-497 (ATC-114 Project)\u003c\/strong\u003e, \u003cstrong\u003e\u003ci\u003eAnalysis, Modeling, and Simulation for Performance-Based Seismic Engineering\u003c\/i\u003e. \u003c\/strong\u003eThis document is intended to provide practical guidance for nonlinear modeling and analysis specific to the design of reinforced concrete moment-resisting frames and their components. It is a companion to NIST GCR 17-17-917-46v1, \u003ci\u003eGuidelines for Nonlinear Structural Analysis for Design of Buildings, Part I – General\u003c\/i\u003e, that provides general guidance on nonlinear analysis that is applicable to several types of building structural systems. This task has been completed and produced the NIST GCR 17-917-46v3 report, \u003ci\u003eGuidelines for Nonlinear Structural Analysis for Design of Buildings, Part IIb – Reinforced Concrete Moment Frames\u003c\/i\u003e, which may be ordered here in hard (printed) copy format. An electronic copy of this report can be found \u003ca href=\"https:\/\/doi.org\/10.6028\/NIST.GCR.17-917-46v3\" target=\"_blank\"\u003ehere\u003c\/a\u003e.\u003c\/p\u003e\u003cp class=\"MsoNormal\"\u003eThis report is one of four produced in the three-phase project. Reports from Phases I, II, and III of the project can be found at the following links: \u003cbr\u003e\u003ca href=\"https:\/\/cdn.shopify.com\/s\/files\/1\/0839\/4224\/4564\/files\/NIST_GCR_17-917-45_FrontMatter.pdf?v=1782887326\" target=\"_blank\"\u003eNIST GCR 17-917-45\u003c\/a\u003e, \u003ci\u003eRecommended Modeling Parameters and Acceptance Criteria for Nonlinear Analysis in Support of Seismic Evaluation, Retrofit, and Design\u003c\/i\u003e\u003cbr\u003e\u003ca href=\"https:\/\/cdn.shopify.com\/s\/files\/1\/0839\/4224\/4564\/files\/NIST-GCR-17-917-46v1_FrontMatter.pdf?v=1782887313\" target=\"_blank\"\u003eNIST GCR 17-917-46v1\u003c\/a\u003e, \u003ci\u003eGuidelines for Nonlinear Structural Analysis for Design of Buildings Part I – General\u003cbr\u003e\u003c\/i\u003e\u003ca href=\"https:\/\/cdn.shopify.com\/s\/files\/1\/0839\/4224\/4564\/files\/NIST-GCR-17-917-46v2_FrontMatter.pdf?v=1782887317\" target=\"_blank\"\u003eNIST GCR 17-917-46v2\u003c\/a\u003e, \u003ci\u003eGuidelines for Nonlinear Structural Analysis for Design of Buildings Part IIa – Steel Moment Frames\u003c\/i\u003e\u003c\/p\u003e\u003cp\u003e\u003cstrong\u003e\u003cspan\u003eClick \u003ca href=\"https:\/\/cdn.shopify.com\/s\/files\/1\/0839\/4224\/4564\/files\/NIST-GCR-17-917-46v3_FrontMatter_2d12adc9-8472-45c9-b325-b39a99d467f8.pdf?v=1783551346\" target=\"_blank\"\u003ehere\u003c\/a\u003e to view the Title Page, Preface, and Contents.\u003c\/span\u003e\u003c\/strong\u003e\u003c\/p\u003e","brand":"Applied Technology Council","offers":[{"title":"Default Title","offer_id":48162057421012,"sku":"ATC-114-2B","price":25.0,"currency_code":"USD","in_stock":true}],"thumbnail_url":"\/\/cdn.shopify.com\/s\/files\/1\/0839\/4224\/4564\/files\/ATC-114_PartIIb_Cover-bordered.jpg?v=1782184764"},{"product_id":"fema-p-2091-a-practical-guide-to-soil-structure-interaction","title":"FEMA P-2091, A Practical Guide to Soil-Structure Interaction","description":"\u003cp\u003e\u003cb\u003e**FREE FOR DOWNLOAD**\u003c\/b\u003e An electronic copy of this report is available from the \u003ca href=\"https:\/\/www.fema.gov\/multimedia-library\" target=\"_blank\"\u003eFEMA library\u003c\/a\u003e.\u003c\/p\u003e\n\u003cp\u003eSoil-structure interaction (SSI) can make a substantial difference in how buildings behave during earthquake shaking and how they should be designed, and yet there is relatively little implementation of SSI effects by practicing engineers. Provisions are available in Chapter 19 of ASCE\/SEI 7-16 \u003cem\u003eMinimum Design Loads and Associated Criteria for Buildings and Other Structures\u003c\/em\u003e (ASCE, 2017a) and in Chapter 8 of ASCE\/SEI 41-17 \u003cem\u003eSeismic Evaluation and Retrofit of Existing Buildings\u003c\/em\u003e (ASCE, 2017b) that can be used to address SSI. Another valuable resource that was developed to synthesize fundamental principles and procedures of SSI for application to buildings is \u003cem\u003eSoil-Structure Interaction for Building Structures\u003c\/em\u003e (NIST, 2012a). The overall goal of this \u003cem\u003eGuide\u003c\/em\u003e is to present information regarding SSI as implemented in code provisions but in an easy-to-understand, concise format targeted towards practicing engineers to help them determine when SSI effects are of importance and show them examples of how to implement them in design. Relevant recent research findings that help clarify implementation are provided.\u003c\/p\u003e\n\u003cp\u003eNote: FEMA documents are available online free of charge, and in hard copy by contacting FEMA (phone: 1-800-480-2520). The above cost is the cost of handling.\u003c\/p\u003e","brand":"Applied Technology Council","offers":[{"title":"Default Title","offer_id":48162058076372,"sku":"ATC-144","price":25.0,"currency_code":"USD","in_stock":true}],"thumbnail_url":"\/\/cdn.shopify.com\/s\/files\/1\/0839\/4224\/4564\/files\/FEMAP-2091_Cover-bordered.jpg?v=1782184797"},{"product_id":"serviceability-design-of-tall-buildings-under-wind-loads-hard-copy","title":"Serviceability Design of Tall Buildings Under Wind Loads [hard copy]","description":"\u003cp\u003eThe ATC Design Guide 3 report, \u003cem\u003eServiceability Design of Tall Buildings Under Wind Loads\u003c\/em\u003e, was developed with funding from ATC's Henry J. Degenkolb Memorial Endowment Fund. (Published 2019, 75 pages)\u003c\/p\u003e\u003cp\u003e\u003cstrong\u003eABSTRACT:\u003c\/strong\u003e This report provides background and recommended criteria for the serviceability design of tall buildings subject to wind loading, based on available research, engineering practice, and successful buildings currently in service. Recommended serviceability limit states on perception of motion and lateral deflection are provided for the design of tall buildings under wind loads.\u003c\/p\u003e\u003cp\u003eThis document is the third in a series of Design Guides developed by the Applied Technology Council, with funding in part from the ATC Endowment Fund. The series is intended to provide succinct, state-of-the-art information on important design issues for practicing structural engineers. The first such document, ATC Design Guide 1, \u003cem\u003eMinimizing Floor Vibration\u003c\/em\u003e, was published in 1999, and the second, ATC Design Guide 2, \u003cem\u003eBasic Wind Engineering for Low-Rise Buildings\u003c\/em\u003e, was published in 2009.\u003cbr\u003e\u003c\/p\u003e\u003cp\u003eSoft copies of the ATC Design Guide 3 report may be purchased \u003ca href=\"\/products\/serviceability-design-of-tall-buildings-under-wind-loads-electronic-copy\" target=\"_blank\"\u003ehere\u003c\/a\u003e.\u003cbr\u003e\u003c\/p\u003e\u003cp\u003e\u003cstrong\u003eView\u003c\/strong\u003e\u003cstrong\u003e Title Page, Preface, and Contents \u003ca href=\"https:\/\/www.atcouncil.org\/docman\/atc-publications\/309-atc-design-guide-3-front-matter\/file\" target=\"_blank\"\u003ehere\u003c\/a\u003e.\u003c\/strong\u003e\u003c\/p\u003e","brand":"Applied Technology Council","offers":[{"title":"Default Title","offer_id":48162058109140,"sku":"ATC-DG3","price":40.0,"currency_code":"USD","in_stock":true}],"thumbnail_url":"\/\/cdn.shopify.com\/s\/files\/1\/0839\/4224\/4564\/files\/000-ATC-DG3_Cover-2021_bordered_7bfu-dy.jpg?v=1782184799"},{"product_id":"serviceability-design-of-tall-buildings-under-wind-loads-electronic-copy","title":"Serviceability Design of Tall Buildings Under Wind Loads [electronic copy]","description":"\u003cp\u003eThe ATC Design Guide 3 report, \u003cem\u003eServiceability Design of Tall Buildings Under Wind Loads\u003c\/em\u003e, was developed with funding from ATC's Henry J. Degenkolb Memorial Endowment Fund. (Published 2019, 75 pages)\u003cbr\u003e\u003c\/p\u003e\u003cp\u003e\u003cb\u003eNote: Upon purchase, you will receive a link to download the report. The PDF is not available for download until receipt of payment is confirmed by ATC.\u003c\/b\u003e\u003cbr\u003e\u003c\/p\u003e\u003cp\u003e\u003cb\u003eABSTRACT:\u003c\/b\u003e This report provides background and recommended criteria for the serviceability design of tall buildings subject to wind loading, based on available research, engineering practice, and successful buildings currently in service. Recommended serviceability limit states on perception of motion and lateral deflection are provided for the design of tall buildings under wind loads.\u003c\/p\u003e\u003cp\u003eThis document is the third in a series of Design Guides developed by the Applied Technology Council, with funding in part from the ATC Endowment Fund. The series is intended to provide succinct, state-of-the-art information on important design issues for practicing structural engineers. The first such document, ATC Design Guide 1, \u003cem\u003eMinimizing Floor Vibration\u003c\/em\u003e, was published in 1999, and the second, ATC Design Guide 2, \u003cem\u003eBasic Wind Engineering for Low-Rise Buildings\u003c\/em\u003e, was published in 2009.\u003c\/p\u003e\u003cp\u003eHard copies of the ATC Design Guide 3 report may be purchased \u003ca href=\"\/products\/serviceability-design-of-tall-buildings-under-wind-loads-hard-copy\"\u003ehere\u003c\/a\u003e.\u003c\/p\u003e\u003cp\u003e\u003cb\u003eView\u003c\/b\u003e\u003cb\u003e Title Page, Preface, and Contents \u003ca href=\"https:\/\/www.atcouncil.org\/docman\/atc-publications\/309-atc-design-guide-3-front-matter\/file\" target=\"_blank\"\u003ehere\u003c\/a\u003e.\u003c\/b\u003e\u003c\/p\u003e","brand":"Applied Technology Council","offers":[{"title":"Default Title","offer_id":48162058240212,"sku":"ATC-DG3-e","price":40.0,"currency_code":"USD","in_stock":true}],"thumbnail_url":"\/\/cdn.shopify.com\/s\/files\/1\/0839\/4224\/4564\/files\/ATC-DG3_Cover_PDF-version_8abp-rx.jpg?v=1782184805"},{"product_id":"fema-p-1026-seismic-design-of-rigid-wall-flexible-diaphragm-buildings-an-alternative-procedure","title":"FEMA P-1026, Seismic Design of Rigid Wall-Flexible Diaphragm Buildings: An Alternative Procedure","description":"\u003cp\u003e\u003cb\u003e**FREE FOR DOWNLOAD**\u003c\/b\u003e An electronic copy of this report is available from the \u003ca href=\"https:\/\/www.fema.gov\/multimedia-library\" target=\"_blank\"\u003eFEMA library\u003c\/a\u003e.\u003c\/p\u003e\u003cp\u003eRigid wall-flexible diaphragm (RWFD) buildings are ubiquitous throughout the United States and commonly take the form of the concrete tilt-up and masonry “big-box” buildings used by retail, storage, and distribution facilities. Seismic performance of RWFD buildings is most related to the large displacements of their flexible roof diaphragms, but traditional seismic design of RWFD buildings lacks a comprehensive consideration of this behavior. The new alternative RWFD procedure introduced in ASCE\/SEI 7-22 corrects for this weakness and has been shown to offer better seismic performance for such buildings. \u003c\/p\u003e\u003cp\u003eNote: FEMA documents are available online free of charge, and in hard copy by contacting FEMA (phone: 1-800-480-2520). The above cost is the cost of handling.\u003cbr\u003e\u003c\/p\u003e","brand":"Applied Technology Council","offers":[{"title":"Default Title","offer_id":48162058305748,"sku":"ATC-154","price":25.0,"currency_code":"USD","in_stock":true}],"thumbnail_url":"\/\/cdn.shopify.com\/s\/files\/1\/0839\/4224\/4564\/files\/ATC-154-cover.jpg?v=1783549500"},{"product_id":"fema-p-2208-nehrp-recommended-revisions-to-asce-sei-41-17","title":"FEMA P-2208, NEHRP Recommended Revisions to ASCE\/SEI 41-17","description":"\u003cp\u003eNERHP Recommended Revisions to ASCE\/SEI 41-17, Seismic Evaluation and Retrofit of Existing Buildings (August 2023) provides technical background for many of changes made in ASCE\/SEI 41-23. FEMA NEHRP funded the ATC-140 project series under an architect-engineer contract with the Applied Technology Council to develop the recommendations in FEMA P-2208 based on recently published research and focused technical studies undertaken as part of the project. All the recommendations from FEMA P-2208 were reviewed and considered by the ASCE 41 committee; all proposed changes were accepted for incorporation into ASCE\/SEI 41-23 (with changes). \u003c\/p\u003e\u003cp\u003e\u003c\/p\u003e","brand":"Applied Technology Council","offers":[{"title":"Default Title","offer_id":48162058567892,"sku":"ATC-140","price":25.0,"currency_code":"USD","in_stock":true}],"thumbnail_url":"\/\/cdn.shopify.com\/s\/files\/1\/0839\/4224\/4564\/files\/FEMA_P-2208_Cover_Image_7jlg-x0.jpg?v=1782876477"}],"url":"https:\/\/store.atcouncil.org\/collections\/extreme-wind-coastal-inundation.oembed","provider":"The ATC Store","version":"1.0","type":"link"}