ENV 1998-3 : 1996
Superseded
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.
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EUROCODE 8 - DESIGN PROVISIONS FOR EARTHQUAKE RESISTANCE OF STRUCTURES - TOWERS, MASTS AND CHIMNEYS
01-06-2005
01-01-1996
Foreword
1 General
1.1 Scope
1.2 Definitions
1.3 Special terms used in Part 3 of Eurocode 8
1.4 Definitions
1.5 S.I. Units
1.6 Symbols
2 Basic requirement and compliance criteria
2.1 Scope
2.2 Compliance criteria
2.3 Importance factors
2.4 Non collapse requirement (ultimate limit state)
2.5 Minimisation of damage (serviceability limit state)
2.6 Behaviour factor
3 Seismic action
3.1 Definition of the seismic input
3.2 Elastic response spectrum
3.3 Design spectrum
3.4 Time-history representation
3.5 Long period components of the motion at a point
3.6 Spatial variability of the seismic motion
4 Modelling of structures
4.1 Number of degrees of freedom
4.2 Masses
4.3 Stiffnesses
4.4 Damping
4.5 Soil-structure interaction
5 Methods of analysis
5.1 Applicable methods
5.2 Simplified dynamic analysis
5.3 Multimodal analysis
5.4 Combination of different ground motion components
5.5 Combination of internal actions
5.6 Combination of the seismic action with other
actions
5.7 Displacements
6 Safety verification
6.1 Ultimate limit state
6.2 Serviceability limit state
Annexes
Annex A (Informative) Linear dynamic analysis accounting
for a rotational seismic motion
Annex B (Informative) Analysis procedure for damping
Annex C (Informative) Soil-structure interaction
Annex D (Informative) Number of degrees of freedom and
number of modes of vibration
Annex E (Informative) Special rules of reinforced
concrete chimneys
Annex F (Informative) Materials for steel structures
Annex G (Informative) Electric transmission towers
Establishes criteria, requirements, and rules for the earthquake resistant design of tall slender structures: masts, towers, including bell-towers, industrial chimneys and lighthouses. Provisions that apply to reinforced concrete and to steel structures are different. Non structural elements requirements are set up, such as the lining material of an industrial chimney.
Committee |
TC 250
|
DocumentType |
Draft
|
PublisherName |
Comite Europeen de Normalisation
|
Status |
Superseded
|
SupersededBy |
Standards | Relationship |
DIN V ENV 1998-3:1999-09 | Identical |
UNI ENV 1998-3 : 1999 | Identical |
DD ENV 1998-3:1997 | Identical |
NEN NVN ENV 1998-3 : 1997 | Identical |
I.S. ENV 1998-3:1996 | Identical |
NBN ENV 1998-3 : 1997 | Identical |
UNE-ENV 1998-3:2000 | Identical |
02/103027 DC : DRAFT APR 2002 | PREN 13084-8 - FREE-STANDING CHIMNEYS - PART 8: DESIGN AND EXECUTION OF MAST CONSTRUCTION WITH SATELLITE COMPONENTS |
99/104932 DC : DRAFT JUN 1999 | PREN 13084-6 - FREE STANDING INDUSTRIAL CHIMNEYS - PART 6: STEEL LINERS - DESIGN AND EXECUTION |
01/108802 DC : DRAFT DEC 2001 | BS EN 13084-7 - FREE-STANDING INDUSTRIAL CHIMNEYS - CYLINDRICAL STEEL FABRICATIONS FOR USE IN SINGLE WALL STEEL CHIMNEYS AND STEEL CHIMNEY LINERS - PRODUCT SPECIFICATION |
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