A stochastic CSM-based displacement-oriented design strategy for the novel precast SRC-UHPC composite braced-frame in the externally attached seismic retrofitting
With the development of performance based earthquake engineering, the recognition of
performance based seismic design (PBSD) is continuously growing in academia and …
performance based seismic design (PBSD) is continuously growing in academia and …
A simplified performance based approach for the evaluation of seismic performances of steel frames
Recent earthquakes have underlined the need for a prompt classification of buildings in
terms of seismic performances. The capacity of a structure can be assessed by means of …
terms of seismic performances. The capacity of a structure can be assessed by means of …
Seismic performance of a reinforced concrete building retrofitted with self-centering shape memory alloy braces
Self-centering earthquake-resistant structures have received increased attention due to their
ability to reduce post-earthquake residual deformations and, thus, repair time and cost. This …
ability to reduce post-earthquake residual deformations and, thus, repair time and cost. This …
Evaluation of the seismic capacity of existing moment resisting frames by a simplified approach: Examples and numerical application
The capacity of a structure can be assessed using inelastic analysis, requiring sophisticated
numerical procedures such as pushover and incremental dynamic analyses. A simplified …
numerical procedures such as pushover and incremental dynamic analyses. A simplified …
Influence of the seismic shear proportioning factor on steel MRFs seismic performances
The work herein present has the purpose of investigating the influence of the shear
proportioning factor for the design of Moment Resisting Frames where the most severe …
proportioning factor for the design of Moment Resisting Frames where the most severe …
A modal pushdown procedure for progressive collapse analysis of steel frame structures
M Ferraioli - Journal of Constructional Steel Research, 2019 - Elsevier
A modal pushdown analysis procedure is developed for progressive collapse assessment of
multi-storey steel frame buildings under sudden removal of a column due to catastrophic …
multi-storey steel frame buildings under sudden removal of a column due to catastrophic …
Simplified Approach for the Seismic Assessment of Existing X Shaped CBFs: Examples and Numerical Applications
The capacity of a structure can be assessed using inelastic analyses, requiring sophisticated
numerical procedures such as pushover and incremental dynamic analyses. A simplified …
numerical procedures such as pushover and incremental dynamic analyses. A simplified …
Multi-mode pushover procedure for deformation demand estimates of steel moment-resisting frames
M Ferraioli - International Journal of Steel Structures, 2017 - Springer
The main objective of the paper is the development and evaluation of a multi-mode
pushover procedure for the approximate analysis of the seismic response of steel moment …
pushover procedure for the approximate analysis of the seismic response of steel moment …
A Displacement‐Based Design Method for Seismic Retrofit of RC Buildings Using Dissipative Braces
M Ferraioli, A Lavino - Mathematical Problems in Engineering, 2018 - Wiley Online Library
The paper proposes a displacement‐based design method for seismic retrofit of RC
buildings using hysteretic dissipative braces. At first, a fully multimodal procedure based on …
buildings using hysteretic dissipative braces. At first, a fully multimodal procedure based on …
Seismic performance assessment of steel frames with slack cable bracing systems
Slack cable collapse prevention system is a cost-effective and simple method for seismic
upgrading of existing structures. In this study, the effectiveness of adding slack cables to 2, 4 …
upgrading of existing structures. In this study, the effectiveness of adding slack cables to 2, 4 …