Nonlinear static and dynamic analyses are utilized by engineers for performance-based
seismic risk evaluation of new and existing structures. In this context, nonlinear component …

Prepared by the Seismic Evaluation and Retrofit of Existing Buildings Committee of the
Codes and Standards Activities Division of the Structural Engineering Institute of ASCE …

In order to effectively utilize results from quasi‐static cyclic testing on structural components
for the earthquake‐induced collapse risk quantification of structures, the need exists to …

This paper presents results from 21 large-scale experiments on steel columns that examined
their collapse behavior as related to steel moment resisting frames (MRFs). The test …

This paper presents results from an experimental evaluation on the pre-and post-buckling
behavior of 12 steel wide-flange cantilever columns under axial load and lateral drift …

Rocking isolation is one of the most effective methods to minimize the structural damage to
bridge piers caused by earthquakes. The system safeguards the structure from seismic …

This paper presents the experimental results of two welded unreinforced flange-welded web
(WUF-W) beam-to-column connections that defy the current design paradigm of prequalified …

Previous studies have underlined the importance of establishing a database of high‐fidelity
benchmark experimental test results under random loading histories such as earthquake …

This article presents an experimental campaign based on shake table tests conducted as
part of the European research project FUTURE, funded in the framework of the H2020 …

This paper examines the influence of framing action and slab continuity on the hysteretic
behavior of composite steel moment-resisting frames (MRFs) by means of high-fidelity …