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eLibrary > Design Guide 11: Vibrations of Steel-Framed Structural Systems Due to Human Activity (Second Edition) >

Design Guide 11: Vibrations of Steel-Framed Structural Systems Due to Human Activity (Second Edition), 2016

Steel Design Guide 11
Copyright
Authors
Acknowledgments
Preface
TABLE OF CONTENTS
Chapter 1 Introduction [Go to Page]
1.1 OBJECTIVES OF THE DESIGN GUIDE
1.2 ROAD MAP
1.3 BACKGROUND
1.4 BASIC VIBRATION TERMINOLOGY
1.5 STRUCTURAL RESPONSE PRINCIPLES RELATED TO HUMAN ACTIVITY
1.6 WALKING, RUNNING AND RHYTHMIC FORCING FUNCTIONS
1.7 USE OF FINITE ELEMENT ANALYSIS
Chapter 2 Evaluation Criteria for Human Comfort [Go to Page]
2.1 SOURCES OF TOLERANCE LIMITS
2.2 WALKING EXCITATION—FLOORS AND PEDESTRIAN BRIDGES [Go to Page]
2.2.1 Low-Frequency (< 9 Hz) Floors and Pedestrian Bridges
2.2.2 High-Frequency (> 9 Hz) Floors and Pedestrian Bridges
2.2.3 Lateral Vibration of Pedestrian Bridges
2.3 WALKING AND RUNNING EXCITATIONS—MONUMENTAL STAIRS
2.4 RUNNING ON A LEVEL SURFACE
2.5 RHYTHMIC EXCITATION
Chapter 3 Natural Frequency of Steel-Framed Floor Systems [Go to Page]
3.1 FUNDAMENTAL RELATIONSHIPS
3.2 COMPOSITE ACTION
3.3 SUPERIMPOSED LOADS FOR VIBRATION ANALYSES
3.4 DEFLECTION DUE TO SHEAR IN BEAMS AND TRUSSES
3.5 SPECIAL CONSIDERATIONS FOR OPEN WEB JOISTS AND JOIST GIRDERS
Chapter 4 Design for Walking Excitation [Go to Page]
4.1 RECOMMENDED EVALUATION CRITERION FOR LOW-FREQUENCY BUILDING FLOORS [Go to Page]
4.1.1 Criterion
4.1.2 Estimation of Required Parameters
4.1.3 Design Considerations
4.2 RECOMMENDED EVALUATION CRITERIA FOR PEDESTRIAN BRIDGES
4.3 RECOMMENDED EVALUATION CRITERIA FOR LINEAR MONUMENTAL STAIRS
4.4 DESIGN EXAMPLES
Chapter 5 Design for Rhythmic Excitation [Go to Page]
5.1 RECOMMENDED EVALUATION CRITERIA
5.2 ESTIMATION OF PARAMETERS
5.3 APPLICATION OF THE EVALUATION CRITERIA AND EXAMPLES
Chapter 6 Design for Sensitive Equipment and Sensitive Occupancies [Go to Page]
6.1 EVALUATION OF VIBRATIONS IN AREAS WITH SENSITIVE EQUIPMENT [Go to Page]
6.1.1 Tolerance Limits
6.1.2 Modal Parameters and Mode Shape Scaling
6.1.3 Conceptual Models of Floor Vibrations Due to Footfalls
6.1.4 Evaluation Against Generic Velocity Limits
6.1.5 Evaluation Against Specific Tolerance Limits
6.1.6 Effects of Floor Structure Parameter Changes
6.1.7 Nonstructural Approaches to Reducing Vibrationof Equipment
6.2 EVALUATION OF VIBRATION IN AREAS WITH SENSITIVE OCCUPANTS
6.3 DESIGN EXAMPLES
Chapter 7 Finite Element Analysis Methods [Go to Page]
7.1 INTRODUCTION
7.2 MODEL DEVELOPMENT
7.3 NATURAL FREQUENCIES AND MODES
7.4 HUMAN COMFORT EVALUATION [Go to Page]
7.4.1 Walking on Level Low- and High-Frequency Floors and Pedestrian Bridges
7.4.2 Running on Level Floors and Tracks
7.4.3 Walking and Running on Slender Stairs
7.4.4 Rhythmic Activity on Floors and Balconies
7.5 EVALUATION OF FLOORS SUPPORTING SENSITIVE EQUIPMENT [Go to Page]
7.5.1 Conceptual Models of Floor Vibrations Due to Footfalls
7.5.2 Resonant Response
7.5.3 Impulse Response
7.5.4 Design Examples
Chapter 8 Evaluation of Vibration Problems and Remedial Measures [Go to Page]
8.1 EVALUATION
8.2 RECOMMENDED VIBRATION MEASUREMENT TECHNIQUES
8.3 REMEDIAL MEASURES
8.4 PROTECTION OF SENSITIVE EQUIPMENT
SYMBOLS
REFERENCES [Go to Page]

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