| Foreword |
| Preface |
| Seismic Design Principles in Structural Codes / Chapter 1： |
| Introduction / 1.1： |
| Fundamentals of seismic design / 1.2： |
| Capacity design / 1.2.1： |
| Seismic design concepts / 1.2.2： |
| Codification of seismic design / 1.3： |
| Evolution of seismic design codes / 1.3.1： |
| New perspectives and trends in seismic codification / 1.3.2： |
| EN 1998-1: General and Material Independent Parts / Chapter 2： |
| Performance requirements and compliance criteria / 2.1： |
| Fundamental requirements / 2.2.1： |
| Ultimate limit state / 2.2.2： |
| Damage limitation state / 2.2.3： |
| Specific measures / 2.2.4： |
| Seismic action / 2.3： |
| The fundamentals of the dynamic model / 2.3.1： |
| Basic representation of the seismic action / 2.3.2： |
| The seismic action according to EN 1998-1 / 2.3.3： |
| Alternative representations of the seismic action / 2.3.4： |
| Design spectrum for elastic analysis / 2.3.5： |
| Combinations of the seismic action with other types of actions / 2.3.6： |
| Characteristics of earthquake resistant buildings / 2.4： |
| Basic principles of conceptual design / 2.4.1： |
| Primary and secondary seismic members / 2.4.2： |
| Criteria for structural regularity / 2.4.3： |
| Methods of structural seismic analysis / 2.5： |
| Lateral force method / 2.5.1： |
| Linear modal response spectrum analysis / 2.5.3： |
| Nonlinear static pushover analysis / 2.5.4： |
| Nonlinear time-history dynamic analysis / 2.5.5： |
| Structural modelling / 2.6： |
| Modelling of masses / 2.6.1： |
| Modelling of damping / 2.6.3： |
| Modelling of structural mechanical properties / 2.6.4： |
| Accidental torsional effects / 2.7： |
| Accidental eccentricity / 2.7.1： |
| Accidental torsional effects in the lateral force method of analysis / 2.7.2： |
| Accidental torsional effects in modal response spectrum analysis / 2.7.3： |
| Accidental torsional effects in nonlinear static pushover analysis / 2.7.4： |
| Accidental torsional effects in linear and nonlinear dynamic time history analysis / 2.7.5： |
| Combination of effects induced by different components of the seismic action / 2.8： |
| Calculation of structural displacements / 2.9： |
| Second order effects in seismic linear elastic analysis / 2.10： |
| Design verifications / 2.11： |
| Safety verifications / 2.11.1： |
| Damage limitation / 2.11.2： |
| EN 1998-1: Design Provisions For Steel Structures / Chapter 3： |
| Design concepts for steel buildings / 3.1： |
| Requirements for steel mechanical properties / 3.2： |
| Strength and ductility / 3.2.1： |
| Toughness / 3.2.2： |
| Structural typologies and behaviour factors / 3.3： |
| Structural types / 3.3.1： |
| Behaviour factors / 3.3.2： |
| Design criteria and detailing rules for dissipative structural behaviour common to all structural types / 3.4： |
| Design rules for cross sections in dissipative members / 3.4.1： |
| Design rules for non-dissipative connections / 3.4.3： |
| Design rules and requirements for dissipative connections / 3.4.4： |
| Design rules and requirements for non-dissipative members / 3.4.5： |
| Design criteria and detailing rules for moment resisting frames / 3.5： |
| Code requirements for beams / 3.5.1： |
| Code requirements for columns / 3.5.2： |
| Code requirements for beam-to-column joints / 3.5.3： |
| Design criteria and detailing rules for concentrically braced frames / 3.6： |
| Code requirements for braces / 3.6.1： |
| Code requirements for beams and columns / 3.6.2： |
| Design criteria and detailing rules for eccentrically braced frames / 3.7： |
| Code requirements for seismic links / 3.7.1： |
| Code requirements for members not containing seismic links / 3.7.2： |
| Code requirements for connections of the seismic links / 3.7.3： |
| Design Recommendations For Ductile Details / Chapter 4： |
| Seismic design and detailing of composite steel-concrete slabs / 4.1： |
| Ductile details for moment resisting frames / 4.3： |
| Detailing of beams / 4.3.1： |
| Detailing of beam-to-column joints / 4.3.2： |
| Detailing of column bases / 4.3.3： |
| Ductile details for concentrically braced frames / 4.4： |
| Detailing of brace-to-beam/column joints / 4.4.1： |
| Detailing of brace-to-beam midspan connections / 4.4.3： |
| Detailing of brace-to-brace connections / 4.4.4： |
| Detailing of brace-to-column base connections / 4.4.5： |
| Optimal slope, constructional tolerances and local details for braces / 4.4.6： |
| Ductile details for eccentrically braced frames / 4.5： |
| Detailing of links / 4.5.1： |
| Detailing of link lateral torsional restraints / 4.5.2： |
| Detailing of diagonal brace-to-link connections / 4.5.3： |
| Detailing of link-to-column connections / 4.5.4： |
| Design Assisted By Testing / Chapter 5： |
| Design assisted by testing according to EN 1990 / 5.1： |
| General overview of EN 1990 / 5.2.1： |
| Testing / 5.2.3： |
| Derivation of design values / 5.2.4： |
| Testing of seismic components and devices / 5.3： |
| Quasi-static monotonic and cyclic testing / 5.3.1： |
| Pseudo-dynamic testing / 5.3.3： |
| Dynamic testing / 5.3.4： |
| Application: experimental qualification of buckling restrained braces / 5.4： |
| Introduction and scope / 5.4.1： |
| Test specifications / 5.4.2： |
| Test specimens / 5.4.3： |
| Test setup and loading protocol for ITT / 5.4.4： |
| Results / 5.4.5： |
| Fabrication Production Control tests / 5.4.6： |
| Multi Storey Building With Moment Resisting Frames / Chapter 6： |
| Building description and design assumptions / 6.1： |
| Building description / 6.1.1： |
| Normative references / 6.1.2： |
| Materials / 6.1.3： |
| Actions / 6.1.4： |
| Pre-design / 6.1.5： |
| Structural analysis and calculation models / 6.2： |
| General features / 6.2.1： |
| Modelling assumptions / 6.2.2： |
| Numerical models and method of analysis / 6.2.3： |
| Imperfections for global analysis of frames / 6.2.4： |
| Frame stability and second order effects / 6.2.5： |
| Design and verification of structural members / 6.3： |
| Design and verification of beams / 6.3.1： |
| Design and verification of columns / 6.3.2： |
| Panel zone of beam-to-column joints / 6.3.3： |
| Pushover analysis and assessment of seismic performance / 6.4： |
| Pushover analysis / 6.5.1： |
| Transformation to an equivalent SDOF system / 6.5.4： |
| Evaluation of the seismic demand / 6.5.5： |
| Evaluation of the structural performance / 6.5.6： |
| Multi-Storey Building With Concentrically Braced Frames / Chapter 7： |
| Design and verification of X-CBFs / 7.1： |
| Design and verification of inverted V-CBFs / 7.3.2： |
| Multi-Storey Building With Eccentrically Braced Frames / 7.4： |
| Design and verification of shear links / 8.1： |
| Design and verification of beam segments outside the link / 8.3.2： |
| Design and verification of braces / 8.3.3： |
| Case Studies / 8.3.4： |
| The Bucharest Tower Centre International / 9.1： |
| General description / 9.2.1： |
| Design considerations / 9.2.2： |
| Detailing / 9.2.3： |
| Construction / 9.2.4： |
| Single storey Industrial Warehouse in Bucharest / 9.3： |
| The Fire Station of Naples / 9.3.1： |
| Design considerations and constructional details / 9.4.1： |
| The anti-seismic devices / 9.4.3： |
| References |
| Foreword |
| Preface |
| Seismic Design Principles in Structural Codes / Chapter 1： |
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