Roof Isolation and Girder-to-Column Dissipative Connections in Seismic Design of Precast R/C Structures
A new section of a study on innovative anti-seismic design strategies of precast reinforced concrete structures is presented herein. The solution conceived in this new step of the study consists in seismically isolating the building roof and incorporating girder-to-column dissipative connections. Tw...
Main Authors: | Stefano Sorace, Gloria Terenzi |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2020-11-01
|
Series: | Infrastructures |
Subjects: | |
Online Access: | https://www.mdpi.com/2412-3811/5/11/104 |
Similar Items
-
Experimental Investigation of Exterior Mechanbical Precast Beam Column Connections using Internal Dissipators under Seismic Loading
by: K. Thulasirajan, et al.
Published: (2018-06-01) -
An Energy Dissipating Seismic Connector for Precast Concrete Shear Walls
by: Mohammed Aljuboori, et al.
Published: (2022-07-01) -
Study on Seismic Isolation of Long Span Double Deck Steel Truss Continuous Girder Bridge
by: Yongjian Chen, et al.
Published: (2022-03-01) -
Seismic Upgrading of a Historical Masonry Bell Tower through an Internal Dissipative Steel Structure
by: Arianna Pavia, et al.
Published: (2021-01-01) -
Study on small seismic isolation table using coil springs
by: Taichi MATSUOKA, et al.
Published: (2015-04-01)