Add to ORKGThe effectiveness of nonlinear static procedures for estimating the seismic performance of steel frame structures was investigated. At this aim, the procedures proposed in FEMA 356, ASCE/SEI 41-04, ATC40, FEMA440-ATC-55 were applied for the displacement-based performance assessment. The results obtained were compared with incremental time-history response
The article proposes a technique for taking into account the higher vibration modes under seismic re...
Abstract. The applicability of nonlinear static procedures for estimating seismic demands of typical...
Having very simplicity, nonlinear static procedures (NSPs) are the most popular tools for estimation...
The effectiveness of nonlinear static procedures for estimating the seismic performance of steel fra...
The introduction of a performance-based design philosophy in FEMA-273 (1997) for seismic rehabilitat...
The assessment of inelastic seismic behavior and performance of SMRF structures was developed. At th...
The reliability of advanced nonlinear static procedures to estimate deformation demands of steel mom...
The article considers the the practical application of a technique of nonlinear static analysis of s...
The article considers the practical application of a technique of nonlinear static analysis of seism...
The performance of steel MRF with rigid connections, proportioned by adopting different capacity des...
The recorded response of a number of reinforced concrete buildings to real earthquakes are used to t...
Relevance. Modern national standards for the design of buildings and structures for seismic impacts ...
The objective of the paper is to evaluate the reliability of an adaptive version of the. capacity sp...
AbstractThe major guidance documents for seismic assessment of existing buildings are ASCE 41-06 in ...
The primary focus of this study is on the development of a detailed assessment of the inelastic seis...
The article proposes a technique for taking into account the higher vibration modes under seismic re...
Abstract. The applicability of nonlinear static procedures for estimating seismic demands of typical...
Having very simplicity, nonlinear static procedures (NSPs) are the most popular tools for estimation...
The effectiveness of nonlinear static procedures for estimating the seismic performance of steel fra...
The introduction of a performance-based design philosophy in FEMA-273 (1997) for seismic rehabilitat...
The assessment of inelastic seismic behavior and performance of SMRF structures was developed. At th...
The reliability of advanced nonlinear static procedures to estimate deformation demands of steel mom...
The article considers the the practical application of a technique of nonlinear static analysis of s...
The article considers the practical application of a technique of nonlinear static analysis of seism...
The performance of steel MRF with rigid connections, proportioned by adopting different capacity des...
The recorded response of a number of reinforced concrete buildings to real earthquakes are used to t...
Relevance. Modern national standards for the design of buildings and structures for seismic impacts ...
The objective of the paper is to evaluate the reliability of an adaptive version of the. capacity sp...
AbstractThe major guidance documents for seismic assessment of existing buildings are ASCE 41-06 in ...
The primary focus of this study is on the development of a detailed assessment of the inelastic seis...
The article proposes a technique for taking into account the higher vibration modes under seismic re...
Abstract. The applicability of nonlinear static procedures for estimating seismic demands of typical...
Having very simplicity, nonlinear static procedures (NSPs) are the most popular tools for estimation...