Abstract Structure collapse, on the other hand, is a very complicated phenomenon involving considerable nonlinearity and variety of mechanical interactions. It should be thoroughly examined through experiments numerical simulations to prevent occurrence from occurring. When initial local failure small portion structure takes place it leads spread that damage neighbor elements in chain reaction ...

Progressive collapse is a situation where local failure of a primary structural component leads to the collapse of adjoining members which, in turn, leads to additional collapse. Hence, the total damage is disproportionate to the original cause. The most common local failure in framed structure is assumed to be column failure. In this paper, a new approach for dynamic column removal in framed s...

Considering the vulnerability of double-layer grid space structures to progressive collapse phenomenon, it is necessary to pay special attention to this phenomenon in the design process. Alternate path method is one of the most appropriate and accepted methods for progressive collapse resistant design of structures. Alternate Path Method permits local failure to occur but provides alternate pat...

Cylindrical shell is a fundamental building block of many engineering structures. They are usually designed to be the primary load-carrying components withstand different combinations environmental loads. This paper presents fibre-based approach modelling progressive collapse cylindrical shells under combined axial compression and bending moment. In this method, behaviour incrementally evaluate...

allochthonous masses are common structures in zagros fold-thrust belt. they are generally considered as collapse structures formed by the influence of gravity and in rock units with competency contrast. however, large allochthonous masses mapped in dowgonbadan area in dezful embayment near the mountain front fault (mff) of zagros show characteristics different from the belt common collapse stru...

The main aim of the present study is to optimize steel moment frames in the framework of performance-based design and to assess the seismic collapse capacity of the optimal structures. In the first phase of this study, four well-known metaheuristic algorithms are employed to achieve the optimization task. In the second phase, the seismic collapse safety of the obtained optimal designs is evalua...