Seismic Design and Testing of Post-tensioned Timber Buildings With Dissipative Bracing Systems
This paper describes a seismic design procedure for low-damage buildings composed by post-tensioned timber framed structures coupled with hysteretic dissipative bracing systems. The main goal of the design procedure is preventing or limiting earthquake-induced damage to the structural and non-struct...
Main Authors: | Felice Carlo Ponzo, Antonio Di Cesare, Nicla Lamarucciola, Domenico Nigro |
---|---|
Format: | Article |
Language: | English |
Published: |
Frontiers Media S.A.
2019-09-01
|
Series: | Frontiers in Built Environment |
Subjects: | |
Online Access: | https://www.frontiersin.org/article/10.3389/fbuil.2019.00104/full |
Similar Items
-
Dynamic Seismic Response of Nonlinear Displacement Dependent Devices Versus Testing Required by Codes: Experimental Case Studies
by: Antonio Di Cesare, et al.
Published: (2020-12-01) -
Post-tensioned Timber Frames with Supplemental Damping Devices
by: Smith, Tobias
Published: (2014) -
Dynamic response of post-tensioned timber frame buildings
by: Pino Merino, Denis Ademir
Published: (2012) -
Energy-Based Design Criterion of Dissipative Bracing Systems for the Seismic Retrofit of Frame Structures
by: Gloria Terenzi
Published: (2018-02-01) -
Performance Evaluation of Rigid Braced Indirect Suspended Ceiling with Steel Panels
by: Jae-Sub Lee, et al.
Published: (2021-02-01)