Design of Steel Structures for Buildings in Seismic Areas – Eurocode 8 – Design of Structures for Earthquake Resistance. Part 1 – General

PART 1. DESIGN CRITERIA AND CODIFICATION
<br /> 1 Seismic design principles
<br /> 1.1. Capacity design criteria
<br /> 1.2. Dissipative structures and typologies of steel structural systems
<br /> 1.3. State of European seismic codification and new perspectives
<br /> 1.4. Conceptual design
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<br /> 2 Introduction to EN1998–1: Explanation and commentary
<br /> 2.1. Seismic action
<br /> 2.2. General recommendations for seismic resistant structures
<br /> 2.3. Analysis methods
<br /> 2.4. Detailed provisions to design steel structures
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<br /> PART 2. WORKED EXAMPLES
<br /> 3 Multi–storey building with moment resisting frame
<br /> 3.1. General data
<br /> 3.2. Design and safety check under gravity loads
<br /> 3.3. Design and safety check under seismic actions
<br /> 4 Multi–storey building with concentric brace frame
<br /> 4.1. General data
<br /> 4.2. Design and safety check under gravity loads
<br /> 4.3. Design and safety check under seismic actions
<br /> 5 Multi–storey building with eccentric brace frame
<br /> 5.1. General data
<br /> 5.2. Design and safety check under gravity loads
<br /> 5.3. Design and safety check under seismic actions
<br /> 6 One–storey industrial building
<br /> 6.1. General data
<br /> 6.2. Design and safety check under gravity loads
<br /> 6.3. Design and safety check under seismic actions
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<br /> PART 3. STUDY CASES
<br /> 7 The Bucharest Tower Center
<br /> 7.1. General data
<br /> 7.2. Conceptual Design
<br /> 7.3. Design and safety check under seismic actions
<br /> 7.4. Credits
<br /> 8 The fire station of Naples
<br /> 8.1. General data
<br /> 8.2. Conceptual Design
<br /> 8.3. Design and safety check under seismic actions
<br /> 8.4. Credits
<br /> REFERENCES