Last edited by Gat
Thursday, May 7, 2020 | History

1 edition of Quantification of building seismic performance factors found in the catalog.

Quantification of building seismic performance factors

Applied Technology Council

Quantification of building seismic performance factors

by Applied Technology Council

  • 49 Want to read
  • 32 Currently reading

Published by U.S. Dept. of Homeland Security, FEMA in [Washington, D.C.] .
Written in English


Edition Notes

Statementprepared by Applied Technology Council ; prepared for Federal Emergency Management Agency
ContributionsUnited States. Federal Emergency Management Agency
Classifications
LC ClassificationsTA658.44 .Q36 2009
The Physical Object
Pagination1 v. (various pagings) :
ID Numbers
Open LibraryOL24450471M
LC Control Number2009438712
OCLC/WorldCa456429502

The ATC Methodology as outlined in FEMA P Quantification of Building Seismic Performance Factors was used to assess the performance, focusing namely on the IMF's median collapse capacity, in terms of spectral acceleration. Three major findings applicable to IMFs of the type and height modeled were produced from the study. FEMA P Methodology for Quantification of Building Seismic Performance Factors Prepared for U.S. Department of Commerce Engineering Laboratory National Institute of Standards and Technology Gaithersburg, MD By NEHRP Consultants Joint Venture A partnership of the Applied Technology Council and the.

  In , the Federal Emergency Management Agency (FEMA) developed a rigorous protocol, P Quantification of Building Seismic Performance Factors, for determining R-factors for building systems. In the P procedure, an R-factor is assumed in a structure’s analysis and design. The structure is then subjected to a suite of 44 ground motions. The progress of the study of seismic vulnerability has allowed the formulation of new assessment methodologies, which take into account not only the behaviour of the structural and non-structural elements, but also the components that, due to their importance and cost, can represent an investment that in some cases becomes greater than the cost of the whole : Carmen Angulo, Karen Díaz, José Gutiérrez, Andrea Prado, Rosanna Casadey, Gino Pannillo, Felipe Rive.

A general overview of the seismic performance of representative single-storey concentrically braced frame (CBF) buildings designed using the National Building Code of Canada and the S16 Canadian Standards Association Steel Structures for Buildings Standard was obtained through the use of nonlinear time history dynamic analyses and the testing of brace elements obtained from buildings Author: Caruso-JulianoA., GallagherA. ATC (Project Report Draft). Quantification of building seismic performance factors [S].ATC (Project Report Draft). Quantification of building seismic performance factors [S]. Applied Technology Council, 被如下文章引用: TITLE: 关于概率地震需求模型的讨论; AUTHORS: 于晓辉, .


Share this book
You might also like
Drummond Chaplin

Drummond Chaplin

Stress analysis and design of high-speed flexible mechanisms

Stress analysis and design of high-speed flexible mechanisms

Fodors essential Morocco

Fodors essential Morocco

use of pressure altitude and altimeter corrections in meteorology.

use of pressure altitude and altimeter corrections in meteorology.

Hockney at the Tate

Hockney at the Tate

Transfer of technology and international division of labour

Transfer of technology and international division of labour

Quenching of steels

Quenching of steels

Squire.

Squire.

Oh pray my wings are gonna fit me well.

Oh pray my wings are gonna fit me well.

Multimedia and the law

Multimedia and the law

Working conditions in the Victorian age

Working conditions in the Victorian age

The Gupta temple at Deogarh

The Gupta temple at Deogarh

The rotation diet

The rotation diet

Packard legacy

Packard legacy

Quantification of building seismic performance factors by Applied Technology Council Download PDF EPUB FB2

A recommended methodology for reliably quantifying building system performance and response parameters for use in seismic design. These factors include the response modification coefficient (R factor), the system overstrength factor (), and the deflection amplification factor (Cd), collectively referred to as “seismic performance factors.”.

The purpose of this Methodology is to provide a rational basis for determining building seismic performance factors that, when properly implemented in the seismic design process, will result in equivalent safety against collapse in an earthquake, comparable to the inherent safety against collapse intended by current seismic codes, for buildings with different seismic-force-resisting : Paperback.

Quantification of Building Seismic Performance Factors. This publication presents a recommended methodology for reliably quantifying building system performance and response parameters for use in seismic design.

The parameters or “seismic performance factors” addressed include the response modification coefficient (R factor), system overstrength factor, and deflection amplification factor. Quantification of Building Seismic Performance Factors | Charles Kircher, Applied Technology Council | download | B–OK.

Download books for free. Find books. Quantification of building seismic performance factors [electronic resource] / prepared by Applied Technology Council ; prepared for Federal Emergency Management Agency.

Format Book CD-ROM Published [Washington, D.C.]: U.S. Dept. of Homeland Security, FEMA, [] Description. P report, Quantification of Building Seismic Performance Factors (FEMA, b). This report outlined a procedural methodology for reliably quantifying seismic performance factors, including the response modification coefficient, R factor, the system overstrength factor, and the deflection amplification factor, Cd, used to characterize the global seismic response of a system.

Quantification of Building Seismic Performance Factors. This report describes a recommended methodology for reliably quantifying building system performance and response parameters for use in seismic design. The recommended methodology (referred to herein as the Methodology) provides a rational basis for establishing global seismic performance factors (SPFs), including the response modification coefficient (R factor), the system overstrength factor (), and deflection amplification factor.

Draft, ), Quantification of Building Seismic Performance Factors, subsequently published as FEMA P (). The methodology referred to herein as “ATC” represents a broad knowledge base of standard building code concepts, structural systems, relevant research and.

Asadi and Adeli also studied the seismic performance factors of a diagrid structural system with different methodologies. They achieved the R factor of 4 to 5 for mid-rise buildings and the R factor of to 4 for low-rise : Niloufar Mashhadiali, Ali Kheyroddin.

Quantification of seismic performance factors of the buildings consisting of disposable knee bracing frames 1. Introduction.

The design of steel structures for earthquake loading must satisfy two important requirements. Development of archetype frames.

In Cited by: 5. Quantification of seismic performance factors of steel diagrid system This book focusses on these areas specifically to provide the architectural and structural knowledge which must be taken. FEMA P - Quantification of Building Seismic Performance Factors - Free ebook download as PDF File .pdf), Text File .txt) or read book online for free.5/5(2).

Quantification of building seismic performance factors. 1 online resource ([] p.) (OCoLC) Print version: Quantification of building seismic performance factors.

1 v. (various pagings) (OCoLC) Material Type: Document, Government publication, National government publication, Internet resource: Document Type. Quantification of building seismic performance factors.

1 online resource ([] p.) (OCoLC) CD-ROM version: Quantification of building seismic performance factors. 1 CD-ROM (OCoLC) Material Type: Government publication, National government publication, Internet resource: Document Type: Book, Internet Resource: All Authors.

FEMA () "Quantification of building seismic performance factors: FEMA P" Federal Emergency Management Agency. Seismic Response of a Full-Scale Light Frame Wood Building: A Numerical Study.

The FEMA P report published in presents a methodology to determine seismic performance factors namely the response modification factor, overstrength factor, and deflection amplification factor for a proposed seismic resisting by: 6.

Quantification of Seismic Performance Factors for Buildings Incorporating Three-Dimensional Construction System M. Mashal University ofCanterbury.

New Zzaland A. Filiatrault75 WCEE State University OfNew York at Buffalo, A SUMMARY The paper presents application Of the FEMA P Methodology for 3D panel construction system including. Risk-based concepts are part of the recommendations of the ATC Project for re-formulation of seismic code design requirements that also include future development of improved values of seismic performance factors (SPFs) of current code-approved seismic force-resisting systems using the methodology set forth in FEMA P Quantification of.

The ATC (FEMA P) report, Quantification of Building Seismic Performance Factors: Component Equivalency Methodology, was developed under a contract from the Federal Emergency Management Agency (FEMA) under the ATC project.

(Publishedpages) ABSTRACT: As part of its responsibilities under the National Earthquake Hazards Reduction Program (NEHRP), and. Abstract.

Response reduction factor (RRF) was first introduced in NEHRP factors split the earthquake-resistant design process into two independent segments—first, quantification of the actual seismic demand assuming that structure remains elastic during the expected level of excitation and second, prediction of reserved capacity of a structural : Prakash S.

Badal, Ravi Sinha. Building Center of Japan (BCJ), Manual of Design and Construction of Cold-Formed Hollow Section Steel Tube (Tokyo, ). Google Scholar; FEMA P, Quantification of building seismic performance factors, Federal Emergency Management Agency, Washington DC Author: Yao Cui, Fengzhi Wang, Satoshi Yamada.By specifying the desired seismic performance in terms of inter-storey drift, it is concluded that an Rd-factor of will likely provide desirable building performance during the design earthquake level event in Vancouver, by: Abstract This work was an extension of work conducted under the ATC Project, funded by the Federal Emergency Management Agency (FEMA), which resulted in the publication of the FEMA P report, Quantification of Building Seismic Performance Factors (FEMA ).Cited by: