European Recommendations for Steel Structures in Seismic Zones
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European Recommendations for Steel Structures in Seismic Zones
code 054
Resume
Divided into three parts: general principles and seismic action, rules for structural analysis and rules for structural design correlated to the Eurocode 3.
Index
Part I – General Principles and Seismic Actions
1. General
1.1 Object
1.2 Scope
1.3 Reference Codes
2. Principles for Designing Steel Structures
2.1 Requirements
2.2 Criteria
3. Requirements Concerning the Ground
4. Seismic Actions
4.1 Seismic Zones
4.2 Definition of the Seismic Actions
4.3 Design Spectrum
5. Combination of Seismic Actions
5.1 Seismic Actions which must be taken into Account
5.2 Combination Rules for the Actions
5.3 Values of Factors in the Design Load Combination
Part II – Rules for Structural Analysis
1. Structural Analysis
1.1 Effect of Non Structural Elements on Structure Behaviour
1.2 Structural Regularity
1.3 Individual Members Supported by the Main Structures
2. Calculation Methods
2.1 Direct Dynamic Analysis
2.2 Response Spectrum Modal Analysis
2.3 Static Equivalent Analysis
3. Safety Verification
3.1 No-Collapse Requirement
3.2 Limitation of Damage
3.3 Limitation of Unforeseen Behaviour
Part III – Rules for Structural Design
1. Design Criteria
1.1 Non Dissipative Seismic- Resistant Structures
1.2 Dissipative Seismic-Resistant Structures
2. Materials
3. Structural Typologies
3.1 General
3.2 Non-Dissipative Seismic-Resistant Structures
3.3 Dissipative Seismic-Resistant Structures
4. Behaviour Factor
5. Assessment of Local Ductility
6. Connections
7. Diaphragms and Horizontal Bracings
8. Safety Checks
8.1 Frame Structures
8.2 Concentric Truss Bracings
8.3 Eccentric Truss Bracings
8.4 Cantilever Structures
8.5 Structures with Reinforced Concrete Walls
8.6 Braced Frame Structures
8.7 Mixed Steel and Reinforced Concrete Structures
Written in English
Size: 14.9MB
eBook Format: PDF
Author(s): TWG 1.3
Publish By: ECCS
Pages: 115
Year: 1991
ISBN: n.a.
http://www.eccspublications.eu/index..._03_Get&id=054
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