NZS 3101.1&2:2006 (Inc A1, A2 A3) · Concrete structures standard
Additional design requirements for earthquake effects
Sub-clauses
- C2.6.1General
- C2.6.2Seismic actions
- C2.6.3Serviceability limit state
- C2.6.4Ultimate limit state
- C2.6.5Capacity design
- C2.6.6Additional requirements for nominally ductile structures
- C2.6.7Additional requirements for ductile and limited ductile moment resisting frames
- C2.6.8Ductile walls and dual systems
- C2.6.9Structures incorporating mechanical energy dissipating devices
- C2.6.10Secondary structural elements
Korbel lists only the clause number and title for reference. It does not reproduce the text of NZS 3101.1&2:2006 (Inc A1, A2 A3). Always refer to the official published standard.
Comments
Sign in as an individual to comment.