Contents
1 General provisions
2 Terms and symbols
2.1 Terms
2.2 Symbols
3 Basic requirements
3.1 Principle of seismic conceptual design
3.2 Computation model
3.3 Computation methods of earthquake action
3.4 Floor response spectrum
3.5 Mechanical parameter of structures and materials
3.6 Combination for action effects and seismic checking
3.7 Aseismic measures
4 Design ground motions
4.1 General requirements
4.2 Parameters of design basis ground motion
4.3 Time histories of design ground motions
4.4 Ground motions at non-datum points
5 Foundation, base and slope
5.1 General requirements
5.2 Seismic checking for foundation and base
5.3 Seismic stability checking for slope
5.4 Determination of soil liquefaction
6 Containments, buildings and structures
6.1 General requirements
6.2 Effects of actions and their combinations
6.3 Seismic checking
7 Subterranean structures and subterranean pipes
7.1 General requirements
7.2 Earthquake actions of subterranean structures
7.3 Earthquake actions of subterranean pipes
7.4 Seismic checking
7.5 Aseismic measures
8 Equipments and components
8.1 General requirements
8.2 Earthquake actions and effects of the actions
8.3 Combination for action effects and limiting design value
9 Process pipes
9.1 General requirements
9.2 Earthquake actions and effects of the actions
9.3 Combination for action effects and limiting design value
9.4 Aseismic measures
9.5 Dampers
10 Earthquake monitoring and alarm
10.1 General requirements
10.2 Device configuration of the system
10.3 Device function and technical index
10.4 Maintenance and overhaul of devices
Annex A Analysis of foundation-structure interaction
Annex B Combination for maximum earthquake actions
Annex C Seismic response analysis of structure subjected to multiple inputs
Annex D Adjustment of design floor response spectrum
Annex E Reference method for performance-based seismic safety probability estimates
Annex F Normalized response spectra
Annex G Reference calculation method for target power spectral density
Annex H Combination for action effects and partial factors for buildings and structures
Annex J Quasi-static calculation methods for subterranean structures
Annex K Seismic evaluation tests for equipments
Annex L Allowable stress and limiting design value for equipments and components
Annex M Stress limit and stress index of process pipes
Explanation of wording in this standard
List of quoted standards
Contents
1 General provisions
2 Terms and symbols
2.1 Terms
2.2 Symbols
3 Basic requirements
3.1 Principle of seismic conceptual design
3.2 Computation model
3.3 Computation methods of earthquake action
3.4 Floor response spectrum
3.5 Mechanical parameter of structures and materials
3.6 Combination for action effects and seismic checking
3.7 Aseismic measures
4 Design ground motions
4.1 General requirements
4.2 Parameters of design basis ground motion
4.3 Time histories of design ground motions
4.4 Ground motions at non-datum points
5 Foundation, base and slope
5.1 General requirements
5.2 Seismic checking for foundation and base
5.3 Seismic stability checking for slope
5.4 Determination of soil liquefaction
6 Containments, buildings and structures
6.1 General requirements
6.2 Effects of actions and their combinations
6.3 Seismic checking
7 Subterranean structures and subterranean pipes
7.1 General requirements
7.2 Earthquake actions of subterranean structures
7.3 Earthquake actions of subterranean pipes
7.4 Seismic checking
7.5 Aseismic measures
8 Equipments and components
8.1 General requirements
8.2 Earthquake actions and effects of the actions
8.3 Combination for action effects and limiting design value
9 Process pipes
9.1 General requirements
9.2 Earthquake actions and effects of the actions
9.3 Combination for action effects and limiting design value
9.4 Aseismic measures
9.5 Dampers
10 Earthquake monitoring and alarm
10.1 General requirements
10.2 Device configuration of the system
10.3 Device function and technical index
10.4 Maintenance and overhaul of devices
Annex A Analysis of foundation-structure interaction
Annex B Combination for maximum earthquake actions
Annex C Seismic response analysis of structure subjected to multiple inputs
Annex D Adjustment of design floor response spectrum
Annex E Reference method for performance-based seismic safety probability estimates
Annex F Normalized response spectra
Annex G Reference calculation method for target power spectral density
Annex H Combination for action effects and partial factors for buildings and structures
Annex J Quasi-static calculation methods for subterranean structures
Annex K Seismic evaluation tests for equipments
Annex L Allowable stress and limiting design value for equipments and components
Annex M Stress limit and stress index of process pipes
Explanation of wording in this standard
List of quoted standards