Nonlinear seismic analysis of continuous RC bridge
Nonlinear static analysis, known as a pushover method (NSPA) is oftenly used to study the behaviour of a bridge structure under the seismic action. It is shown that the Equivalent Linearization Method - ELM, recommended in FEMA 440, is appropriate for the response analysis of the bridge columns, wit...
Main Authors: | Čokić Miloš M., Folić Radomir J., Lađinović Đorđe Ž. |
---|---|
Format: | Article |
Language: | English |
Published: |
Savez inženjera i tehničara Srbije
2017-01-01
|
Series: | Tehnika |
Subjects: | |
Online Access: | http://scindeks-clanci.ceon.rs/data/pdf/0040-2176/2017/0040-21761704490C.pdf |
Similar Items
-
Seismic Assessment of Six Typologies of Existing RC Bridges
by: Pietro Crespi, et al.
Published: (2020-06-01) -
Seismic performance of existing R.C. framed buildings
by: Sameh A. El-Betar
Published: (2017-08-01) -
IMPAβ: Incremental Modal Pushover Analysis for Bridges
by: Alessandro Vittorio Bergami, et al.
Published: (2020-06-01) -
Seismic performance of R.C buildings with Beam-Column joints upgraded using FRP laminates
by: Mohammd S. Alhaddad, et al.
Published: (2021-09-01) -
Seismic capacity evaluation of post-tensioned concrete slab-column frame buildings by pushover analysis
by: Nuttawut Intaboot, et al.
Published: (2006-09-01)