## 3 Results of the Literature Review and Discussion
### Review of Studies of External Enclosures Considering Operating Impacts
\begin{table}
\begin{tabular}{c c c} \hline \hline \(\boldsymbol{\lambda}\) & **Type/Year of Research** & **Research Focus** \\ \hline
[120] & Theoretical/2001 & Prospects for future improvement in seismic design procedures were considered. \\ \hline
[121] & Theoretical/2005 & A comparison was performed between the two considered homogenization methods and the discrete three-dimensional model in the context of structural strength. \\ \hline
[122] & Theoretical/2006 & Crack growth in facade stone panels subject to periodic fluctuations in surface temperature was studied. \\ \hline
[123] & Theoretical/2006 & Numerical simulations showed that vibrations can be suppressed using the proposed methods. \\ \hline
[124] & Theoretical/2007 & An analysis of interfloor drifts and changes in frequency was presented. \\ \hline
[125] & Theoretical/2009 & The characteristics of facades composed of cable mesh with glass panels under dynamic loads were studied. \\ \hline
[126] & Experimental/2010 & The results of experimental tests of high walls composed of reinforced masonry were presented. \\ \hline
[127] & Experimental/2011 & A study of wind loads on a building was performed. \\ \hline
[128] & Theoretical/2011 & A study of the vibration resistance of a building was performed. \\ \hline
[129] & Theoretical/2012 & An investigation of multilayer glass panels under compression or shear was performed. \\ \hline
[130] & Theoretical/2013 & Research on a fastening system to ensure the stability of the facade system was performed. \\ \hline
[131] & Experimental/2013 & A study of a typical ceramic panel in the cladding of a facade system and the static and dynamic loads was performed. \\ \hline
[132] & Theoretical/2014 & The dynamic behavior of a structural facade was investigated. \\ \hline
[133] & Theoretical/2014 & A study of facing panels for dynamic loads was performed. \\ \hline
[134] & Experimental/2015 & A study of the seismic resistance of a curtain wall system with cladding consisting of composite material cassettes was performed. \\ \hline
[135] & Experimental/2015 & A seismic assessment of a building was performed. \\ \hline
[136] & Theoretical/2015 & A study of the wind loads of high-rise buildings by combining the effects of impact forces and vortex effects was performed. \\ \hline
[137] & Theoretical/2015 & The optimization of the design of high-rise buildings exposed to different levels of wind exposure was examined. \\ \hline
[138] & Theoretical/2016 & The load-bearing capacity of curtain wall systems was investigated. \\ \hline
[139] & Theoretical/2017 & The dynamic parameters of curtain walls were studied. \\ \hline
[140] & Theoretical/2017 & A numerical analysis of the non-structural damage probability and the forecasting of the maintenance costs of high-rise buildings from wind loads was performed. \\ \hline
[141] & Theoretical/2017 & A method was described by which it is possible to find near-optimal forms of curtain wall projections for any given building. \\ \hline
[142] & Theoretical/2017 & The development of new methods to assess the sustainability of building facades was carried out. \\ \hline
[143] & Theoretical/2017 & Research was carried out on the creation of an intelligent facade system that integrates new technological components of enclosing structures in the context of sustainability. \\ \hline
[144] & Theoretical/2018 & A new structural system was proposed to reduce wind-induced vibrations in supertall buildings. \\ \hline
[145] & Theoretical/2018 & The seismic behavior of lattice structures was studied, and their seismic characteristics were quantitatively assessed. \\ \hline \hline \end{tabular}
\end{table} 
Table 2: Research on external enclosures in relation to operating loads given in Figures 16–18. This comprehensive review of energy-efficient adaptive dynamic facades, taking into account their operational loads, indicates the variety of studies conducted in this direction.