In this paper, overstrength, ductility and response modification factor of Buckling Restrained
Braced frames were evaluated. To do so, buildings with various stories and different bracing …

The design of an offshore structure is highly dependent on the operating environmental
parameters, where a realistic statistical model of the latter is essential to produce a …

This paper critically evaluates overstrength, ductility and response modification factors of
steel frames with gate bracing. Gate bracing system is a kind of concentric bracing systems …

Collapse behavior of double layer dome space structures depends on different factors such
as load pattern, material mechanical properties, and member's physical characteristics …

Incremental dynamic analysis and nonlinear static pushover analysis are carried out on a
performance-based design to determine the seismic demands and capacities of an elliptic …

This paper has two main objectives. The first objective is to compare the dynamic behavior
of mega shape‐memory alloy (SMA) braced frames subjected to far‐fault and near‐fault …

This paper analyses and evaluates the variability of seismic demand and capacity of a case
study jacket offshore platform considering different sources of uncertainty. The aleatoric …

There is an ever-increasing demand to assess integrity of the old platforms in which seismic
fragility curves need to be developed for the integrity analysis in case of earthquake …

The static pushover analysis can be employed to check the adequate ductility of jacket type
offshore platforms (JTOPs) under the abnormal level earthquake (ALE) in the design phase …

Four methods (seven models) are extended and applied to the low-cycle fatigue life
prediction of steel brace, including the ductile damage method, the equivalent strain method …