ABSTRACT: A set of guidelines was developed for the Global Earthquake Model (GEM), aiming to offer a practical, yet sufficiently accurate, analytical method for assessing the relationship between the ground shaking and the repair cost for a building class. The present work illustrates the methodology for a class of modern low-rise steel moment-resisting frames (SMRFs). The structural analysis is performed using Incremental Dynamic Analysis (IDA). The selection of a single Intensity Measure (IM) to parameterize IDA results and, eventually, vulnerability curves is being tackled through an extended IM comparison study across the entire structural response range considering both interstory drifts and peak floor accelerations. It is demonstrated...
The primary focus of this study is on the development of a detailed assessment of the inelastic seis...
Incremental Dynamic Analysis (IDA) is an emerging analysis method that offers thorough seis-mic dema...
The global collapse of steel moment resisting frames under seismic excitations is predicted by perfo...
A set of guidelines was developed for the Global Earthquake Model (GEM), aiming to offer a practical...
The Global Earthquake Model (GEM) has commissioned the preparation of analytical seismic vulnerabili...
The Incremental Dynamic Analysis (IDA) represents a promising design approach to assess the performa...
In recent years, the numerous seismic events occurred have pointed out the need for a prompt classif...
The seismic performance of steel frames can be efficiently evaluated via the Incremental Dynamic Ana...
Performance and post-earthquake residual load carrying capacity of steel frames can be efficiently ...
Prediction of existing buildings’ vulnerability by future earthquakes is one of the most essential t...
This study derived and presented an analytical expression to estimate the collapse potential of a ge...
A capacity spectrum method (CSM), one of methodologies to evaluate seismic fragilities of building s...
A parameter that quantitatively represents the strength of a ground motion is called Intensity Measu...
Abstract. To assess the seismic performance of a structural system within an analytical con-text, we...
Abstract. The selection of a scalar Intensity Measure (IM) for performing analytical vulnerability (...
The primary focus of this study is on the development of a detailed assessment of the inelastic seis...
Incremental Dynamic Analysis (IDA) is an emerging analysis method that offers thorough seis-mic dema...
The global collapse of steel moment resisting frames under seismic excitations is predicted by perfo...
A set of guidelines was developed for the Global Earthquake Model (GEM), aiming to offer a practical...
The Global Earthquake Model (GEM) has commissioned the preparation of analytical seismic vulnerabili...
The Incremental Dynamic Analysis (IDA) represents a promising design approach to assess the performa...
In recent years, the numerous seismic events occurred have pointed out the need for a prompt classif...
The seismic performance of steel frames can be efficiently evaluated via the Incremental Dynamic Ana...
Performance and post-earthquake residual load carrying capacity of steel frames can be efficiently ...
Prediction of existing buildings’ vulnerability by future earthquakes is one of the most essential t...
This study derived and presented an analytical expression to estimate the collapse potential of a ge...
A capacity spectrum method (CSM), one of methodologies to evaluate seismic fragilities of building s...
A parameter that quantitatively represents the strength of a ground motion is called Intensity Measu...
Abstract. To assess the seismic performance of a structural system within an analytical con-text, we...
Abstract. The selection of a scalar Intensity Measure (IM) for performing analytical vulnerability (...
The primary focus of this study is on the development of a detailed assessment of the inelastic seis...
Incremental Dynamic Analysis (IDA) is an emerging analysis method that offers thorough seis-mic dema...
The global collapse of steel moment resisting frames under seismic excitations is predicted by perfo...