Abstract
New trends in performance based seismic design, alongside requirements for capacity design of members and connections, dictate stringent requirements on analytical tools for analysis of RC structures. Shear stiffness, strength and post-peak response remain a major challenge especially under variable amplitude reversed actions. This paper describes briefly two developments, on the member and panel levels, to allow for assessment of structural collapse by shear failure, implemented in the nonlinear dynamic analysis program ADAPTIC, developed at Imperial College.
| Original language | English |
|---|---|
| Pages | 195-198 |
| Number of pages | 4 |
| Publication status | Published - Dec 1 1999 |
| Externally published | Yes |
| Event | Proceedings of the 1999 Strutures Congress 'Structural Engineering in the 21st Century - New Orleans, LA, USA Duration: Apr 18 1999 → Apr 21 1999 |
Other
| Other | Proceedings of the 1999 Strutures Congress 'Structural Engineering in the 21st Century |
|---|---|
| City | New Orleans, LA, USA |
| Period | 4/18/99 → 4/21/99 |
ASJC Scopus subject areas
- Building and Construction
- Architecture