Add to ORKGThe 2017 New Zealand Society for Earthquake Engineering (NZSEE) guidelines for seismic assessment of buildings recommends using Simple Lateral Mechanism Analysis (SLaMA) before implementing numerical analyses. The method and the NZSEE guidelines have been enhanced from the 2006 version, resulting into an efficient procedure, balancing simplicity and accuracy. This paper presents a numerical study, initiated as part of the development of the SLaMA-2017 method, to investigate the accuracy of the analytical approach via comparison with numerical 2D-pushover on 40 RC frames. SLaMA is effective in capturing the plastic mechanism of the frames, including global or soft-story mechanisms. Further-yet-simple refinements of the procedure are sugge...
Each year, the province of Groningen experiences many induced earthquakes due gas extraction, which ...
The nonlinear static analytical procedure (Pushover) as introduced by ATC-40 was applied for the eva...
The seismic assessment of unreinforced masonry structures in Groningen is still ongoing. The assessm...
The 2017 New Zealand Society for Earthquake Engineering (NZSEE) guidelines for seismic assessment of...
The new guidelines for the seismic assessment of existing buildings recently introduced by the New Z...
The seismic assessment of an existing structure is a complex procedure. In the eval- uation o...
Of the broad range of displacement-based assessment methods available to structural engineers, one t...
A paramount step in seismic assessment of existing structures is the determination of the structural...
This report presents the simplified seismic assessment of a case study reinforced concrete (RC) buil...
The seismic assessment of an existing structure is a complex procedure. In the evaluation of the str...
The need for a simple but rigorous seismic assessment procedure to predict damage to reinforced con...
The simple lateral mechanism analysis (SLaMA) is an analytical method to assess the force–displaceme...
Seismic assessment of a building will typically require consideration of its nonlinear force\u2013di...
Infill walls have significant effects on the global force–displacement curve of Reinforced Concrete ...
There has been a growth in extensive research aimed at examining the effects of seismic events on th...
Each year, the province of Groningen experiences many induced earthquakes due gas extraction, which ...
The nonlinear static analytical procedure (Pushover) as introduced by ATC-40 was applied for the eva...
The seismic assessment of unreinforced masonry structures in Groningen is still ongoing. The assessm...
The 2017 New Zealand Society for Earthquake Engineering (NZSEE) guidelines for seismic assessment of...
The new guidelines for the seismic assessment of existing buildings recently introduced by the New Z...
The seismic assessment of an existing structure is a complex procedure. In the eval- uation o...
Of the broad range of displacement-based assessment methods available to structural engineers, one t...
A paramount step in seismic assessment of existing structures is the determination of the structural...
This report presents the simplified seismic assessment of a case study reinforced concrete (RC) buil...
The seismic assessment of an existing structure is a complex procedure. In the evaluation of the str...
The need for a simple but rigorous seismic assessment procedure to predict damage to reinforced con...
The simple lateral mechanism analysis (SLaMA) is an analytical method to assess the force–displaceme...
Seismic assessment of a building will typically require consideration of its nonlinear force\u2013di...
Infill walls have significant effects on the global force–displacement curve of Reinforced Concrete ...
There has been a growth in extensive research aimed at examining the effects of seismic events on th...
Each year, the province of Groningen experiences many induced earthquakes due gas extraction, which ...
The nonlinear static analytical procedure (Pushover) as introduced by ATC-40 was applied for the eva...
The seismic assessment of unreinforced masonry structures in Groningen is still ongoing. The assessm...