Design of steel structures for buildings in seismic areas : : Eurocode 8: Design of steel structures in seismic areas

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Design of steel structures for buildings in seismic areas : : Eurocode 8: Design of steel structures in seismic areas / Raffaele Landolfo, Federico Mazzolani, Dan Dubina, Luís Simões da Silva, Mario D'Aniello

版:

First edition

資料種別:

電子ブック

形態:

1 online resource.

シリーズ名:

ECCS Eurocode design manuals ;

著者名:

Landolfo, R.

Mazzolani, Federico M.

Dubina, Dan

Silva, Luis Simões da

D'Aniello, Mario

European Convention for Constructional Steelwork.

さらに 1 件

ISBN:

9783433609194 [3433609195] (: electronic bk)
9783433609217 [3433609217]
9783433609194 [3433609195]

書誌ID:

EB00000774

子書誌情報

フルテキスト

所蔵情報

書誌詳細

注記:

Includes bibliographical references.

主題:

EN1998 Eurocode 8 (Standard); Earthquake resistant design; TECHNOLOGY & ENGINEERING--Civil General

言語:

英語

目次情報:

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：

Introduction / 1.1：

Fundamentals of seismic design / 1.2：

Capacity design / 1.2.1：

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