Conclusions and needs
This paper presents an ambitious review of the most significant advances in the field of the progressive collapse of structures this century. It has been shown that recent years have seen considerable progress in this field, responding to the present need for robust buildings able to withstand extreme events without collapsing, and even resilient buildings that can remain operational after an extreme event (case of critical and strategic structures). New codes and design recommendations have been brought out, while those already existing have been adapted to allow for the latest advances. In addition, the scientific community, engineers and architects are now fully aware of the need for resilient buildings. Nevertheless, there is still a long way to go, there are still some areas that require deeper study and others that need to be studied for the first time. Based on the results of this review, the present and future needs in the field of progressive collapse and robustness of building structures can be defined as follows:
(a) Precast concrete construction. To date, most studies on progressive collapse have been carried out on cast-in-place concrete and steel or composite structures. It is noteworthy that structures composed of precast elements are becoming more frequent in critical infrastructures and public buildings like hospitals, passenger terminals, power plants, schools, administrative buildings, shopping centres, and sports centres. Although some progress has been made in the field of precast construction by means of lab tests on sub-assemblages [188–193], there is still a lot of work to be done and the scientific community must give more attention to this type of construction. For example, at the present time no studies are available on frames and complete buildings of this type, or on macromodels of beam-column joints, as has been done in the case of cast-in-place concrete, steel and composite structures.