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Rapid Visual Screening of Buildings for Potential Seismic Hazards : A Handbook

Editat de Federal Emergency Management Agency (U.S.)
en Limba Engleză Paperback – 3 aug 2017 – vârsta de la 18 ani
The Rapid Visual Screening (RVS) handbook can be used by trained personnel to identify, inventory, and screen buildings that are potentially seismically vulnerable.  The RVS procedure compromises a method and several forms that help users to quickly identify, inventory, and score buildings according to the risk of collapse if hit by major earthquakes.    This third edition includes extensive updates including:
  • Update of the Basic Scores and Score Modifiers
  • Update of the ground motion definitions
  • Preparation of additional reference guides
  • Inclusion of additional building types that are prevalent
  • Inclusion of additional considerations, such as nonstructural hazards, existing retrofits, building additions, and adjacency
  • Addition of an optional electronic scoring methodology
  • and more. 
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Specificații

ISBN-13: 9780160941504
ISBN-10: 0160941504
Pagini: 388
Greutate: 1.13 kg
Editura: United States Dept. of Homeland Security
Colecția Federal Emergency Management Agency

Cuprins


CONTENTS

Preface
List of Figures  
List of Tables
1.  Introduction
Summary of Rapid Visual Screening
Screening Procedure Purpose, Overview, and Target Audience
Role of FEMA 154 in the Spectrum of Seismic Evaluation Tools
History of FEMA 154
Third Edition Updates to FEMA 154
Rapid Visual Screening Procedures
Optional Electronic Scoring
Using ROVER to Perform RVS
Uses of RVS Survey Results
Advantages and Limitations of the RVS Method
Advantages
Limitations
Companion FEMA P-155 Report
Organization of This Handbook
2. Planning and Managing a Successful Rapid Visual Screening Program
Planning and Implementing an RVS Program
Selecting the RVS Program Manager and the Supervising Engineer
Defining the Scope of the RVS Program
Determining Resources Needed for the RVS Program
Deciding Which Buildings to Screen
Combining Level 1 and Level 2 Screening
Determining Screeners
Extent of Pre-Field Data Collection 
Electronic Scoring
Updating Existing Second Edition Screening Programs
Budget Development and Cost Estimation Pre-Field Planning
Selection and Optional Modification of the Data Collection Form
Determination of Seismicity Region
Optional Modification of the Data Collection Form
Determination of Key Seismic Code Adoption Dates
Determination of Cut-Off Score
Qualifications and Training for Screeners
Acquisition and Review of Pre-Field Building Data
Assessor’s Files
Building Department Files
Sanborn Maps and Parcel Maps
Municipal Databases
Previous Studies
Soil Information

Using Resources from the Internet and Other
Available Tools
Review of Construction Documents
Field Screening of Buildings
Quality Assurance
Filing the Field Data in the Record-Keeping System

3.  Completing the Level 1 Data Collection Form
Introduction
Building Identification Information
Building Identification
Latitude and Longitude and Site Seismicity
Screener Identification
Building Characteristics
Number of Stories
Year Built and Code Year
Total Floor Area
Buildings with Additions or Multiple Parts
Photographing the Building
Sketching the Building
Building Occupancy
Occupancy Classes
Additional Designations
Soil Type
Geologic Hazards
Adjacency
Irregularities
Vertical Irregularities
Plan Irregularities
Exterior Falling Hazards
Damage and Deterioration
Comments Section
Identifying the FEMA Building Type and Documenting the
Related Basic Score
FEMA Building Types Considered and Basic
Scores
Identifying the FEMA Building Type
Interior Inspections
Screening Buildings with More Than One FEMA
Building Type
Screening Buildings with Additions
Score Modifiers
Vertical Irregularity
Plan Irregularity
Pre-Code
Post-Benchmark
Soil Type
Minimum Score, SMIN
Determining the Final Level 1 Score
Documenting the Extent of Review
Documenting the Level 2 Screening Results
Documenting Other Hazards
Determining the Action Required
Detailed Structural Evaluation
Detailed Nonstructural Evaluation
4.  Completing the Optional Level 2 Data Collection Form
Introduction
Building Information and Adjusted Baseline Score for
Level 2
Reviewing the Level 2 Statements and Recording Score
Modifiers
Vertical Irregularities
Plan Irregularities
Redundancy
Pounding
Consideration of Building Additions
Building Type Specific Statements
Retrofits
Determining the Final Level 2 Score
Other Observable Conditions
Damage and Deterioration
Other Conditions
Observable Nonstructural Hazards
Comments
Transferring the Level 2 Results to the Level 1 Form

5.  Using the RVS Procedure Results
Using the RVS Procedure Results
Interpretation of RVS Score
Selection of RVS Cut-Off Score
Prior Uses of the RVS Procedure
RVS and Seismic Advocacy
Overview
Audience Types
RVS Program Types
Use of RVS Inventories in Advocating Seismic
Safety
Using RVS Results in Advocating for Seismic
Safety
Additional FEMA Tools for Supporting Mitigation
Programs
....................................................................
5-12
5.6
Other Possible Uses of the RVS Procedure
Using RVS Scores as a Basis for Hazardous Building Mitigation Programs
Using RVS Data in Community Building Inventory
Development
Using RVS Data to Plan Postearthquake BuildingSafety-Evaluation
Resources Needed for the Various Uses of the RVS
Procedure

6.  Optional Electronic Scoring
Introduction
Changes from and Comparisons with the Paper Forms
Concepts in Electronic Scoring
Site-Specific Seismicity
Soil Type Effects
How to Implement the Optional Electronic Scoring
Approach
General Electronic Scoring Approach
Refined Electronic Scoring Approach for Soil Types
C and D
Comparisons between Electronic Scoring and Paper-Based
Scoring

7. Example Rapid Visual Screening Programs
Introduction
RVS Program Scenario A: Level 1 Screening in Anyplace,
USA
Step 1: Defining the Scope of the Program
Step 2: Budget and Cost Estimation
Step 3: Pre-Field Planning
Step 4: Selection and Review of the Data Collection
Form
Step 5: Acquisition and Review of Pre-Field Data
Step 6: Review of Construction Documents
Step 7: Training for Screeners
Step 8: Field Screening of Buildings
Step 9: Review by the Supervising Engineer
Step 10: Transferring the RVS Field Data to the
Electronic Building RVS Database
RVS Program Scenario B: Level 1 and Level 2 Screenings
of K-12 School Buildings in Any State, USA
Step 1: Budget and Cost Estimation
Step 2: Selection of Building Subset
Step 3: Pre-Field Planning
Step 4: Selection and Review of the Data Collection
Form
Step 5: Qualifications and Training of Screeners
Step 6: Acquisition and Review of Pre-Field Data
Step 7: Field Screening of Buildings
Step 8: Review by the Supervising Engineer
Step 9: Report to State Legislature
Example Level 1 and Level 2 Screening Using
Electronic Scoring


Appendix A: Maps Showing Seismicity Regions
Appendix B: Data Collection Forms and Reference Guides
Level 1 and Level 2 Forms for Very High, High, Moderately
High, Moderate, and Low Seismicity
Quick Reference Guide
Level 1 Building Addition Reference Guide
Level 1 Pounding Reference Guide
Vertical Irregularity Reference Guide
Plan Irregularity Reference Guide
Level 2 Building Addition Reference Guide

Appendix C: Review of Design and Construction Drawings
Appendix D: Exterior Screening for Seismic System and Age
Introduction
What to Look For and How to Find It
Identification of Building Age
Identification of FEMA Building Type
Characteristics of Exposed Construction Materials

Appendix E: Characteristics and Earthquake Performance of FEMA
Building Types Used in RVS
Introduction
Wood Frame (W1, W1A, W2)
Characteristics
Typical Earthquake Damage
Common Retrofit Techniques
Steel Frames (S1, S2)
Characteristics
Typical Earthquake Damage
Common Retrofit Techniques
Light Metal (S3)
Characteristics
Typical Earthquake Damage
Steel Frame with Concrete Shear Wall (S4)
Characteristics
Typical Earthquake Damage
Common Retrofit Techniques
Steel Frame with Unreinforced Masonry Infill (S5)
Characteristics
Typical Earthquake Damage
Common Retrofit Techniques
Concrete Moment-Resisting Frame (C1)
Characteristics
Typical Earthquake Damage
Common Retrofit Techniques
Concrete Shear Wall (C2)
Characteristics
Typical Types of Earthquake Damage
Common Retrofit Techniques
Concrete Frame with Unreinforced Masonry Infill (C3)
Characteristics
Typical Earthquake Damage
Common Retrofit Techniques
Tilt-up Structures (PC1)
Characteristics
Typical Earthquake Damage
Common Retrofit Techniques
Precast Concrete Frame (PC2)
Characteristics
.Typical Earthquake Damage
.Common Retrofit Techniques
.Reinforced Masonry (RM1 and RM2)
.Typical Earthquake Damage
Common Retrofit Techniques
Unreinforced Masonry (URM)
Characteristics
Typical Earthquake Damage
Common Retrofit Techniques
Manufactured Housing (MH)
Characteristics
Typical Earthquake Damage
Common Retrofit Techniques

Appendix F: Guidance on Assessing Damage and Deterioration
Introduction
Guidance on Assessing Damage and Deterioration of
Wood
Guidance on Assessing Damage and Deterioration of Steel
Guidance on Assessing Damage and Deterioration of
Concrete
Guidance on Assessing Damage and Deterioration of
Reinforced Masonry
Guidance on Assessing Damage and Deterioration of
Unreinforced Masonry

Appendix G: Earthquakes and How Buildings Resist Them
The Nature of Earthquakes
Seismicity of the United States
Earthquake Effects
How Buildings Resist Earthquakes

Glossary, Abbreviations, and Symbols
Illustration Credits
References
Project Participants