This review describes Phase Change Materials (PCMs) as an advanced solution for improving building energy efficiency and thermal comfort. It synthesizes insights into their evolution, categorization, and practical construction applications. It discusses PCMs history, operational principles, diverse typologies, and classification, including composite PCMs. It elucidates specific building applications, illustrating their integration based on recent research. The aim is to provide an overview of PCMs development and underscore their significance as a sustainable instrument for mitigating energy operating costs and elevating thermal comfort in contemporary construction. Concurrently, it delineates current obstacles and proposes strategic research directions, focusing on thermophysical property optimization, economic viability, and ecological sustainability.

The second part of the series presents a comprehensive approach to evaluating the effectiveness of OSB claddings as passive fire protection for steel beams. A large-scale furnace test demonstrated that OSB boards significantly delay steel heating until the moment of cladding failure. A single-layer cladding extended the time to critical temperature by about 17 minutes, while a double-layer system achieved up to 30 minutes. The main weakness of the system was identified at the panel joints, where premature failure occurred. A CFD model developed in FDS successfully reproduced the heating trend, especially for unprotected members and protected profiles up to the loss of cladding integrity. Deviations appeared only after cladding detachment, highlighting the need to incorporate mechanical failure into future models. The findings confirm the protective potential of OSB claddings and provide a foundation for developing design methods that account with cladding stability, joint-gaps, and time-dependent failure prediction.

This article addresses the issue of passive fire protection of steel structures using wood-based board materials, specifically OSB panels. Although steel is non-combustible, it rapidly loses its mechanical properties at temperatures above 400–600 °C and therefore requires effective fire protection. The study demonstrates that timber claddings, despite being combustible, can paradoxically slow down steel heating and extend load-bearing capacity due to the formation of a charred layer. In the experiment, beams with different OSB claddings were tested, showing that multi-layer systems can increase fire resistance by several tens of minutes. These findings were further validated by numerical modeling (CFD and FE analyses), enabling a detailed description of heat transfer, pyrolysis processes, and structural response. The study provides a methodological basis for the design and assessment of timber claddings as an alternative fire protection system for steel members, emphasizing safety, architectural integration, and sustainability.

The paper focuses on the issue of returnable dust content generated during the production of hot asphalt mixtures in asphalt plants, which represents a long-standing unresolved problem in waste material management. It describes the current state of solutions to this issue, including an overview of legislative and technical requirements related to the utilization of returnable dust. The article deals with the specification of returnable dust quantities in individual narrow aggregate fractions and their potential usability. The next part includes verification of the applicability of returnable dust in cement mortar used for grouting layers partially stabilized with cement mortar. Laboratory tests were conducted to examine the mechanical properties of these mortar mixtures and their suitability for construction applications.

The second generation of the design standard, FprEN 1992-1-1:2023, allows for the use of fibre-reinforced polymer (FRP) reinforcement in structural concrete for the first time in Czech design practice. Reinforcement made of glass (GFRP) or carbon fibre (CFRP) is a promising alternative, especially in environments with high demands for corrosion resistance. The reinforcement is non-conductive and non-magnetic and is therefore suitable for areas with shielding requirements against the electromagnetic waves. Compared to steel, however, GFRP has a lower modulus of elasticity and a linear response to imposed loads up to failure, which requires a different approach to structural sizing. The new standard defines a relationship for determining the design punching shear capacity of a slab with longitudinal FRP reinforcement but does not allow the FRP to be used as shear reinforcement. This paper presents experimental results from slabs reinforced with both traditional steel and FRP reinforcement. Selected specimens also included FRP stirrups to assess their effect on punching shear capacity. The experimental results are compared with predictions based on both the first and second generation of the Eurocode.

Reducing the environmental footprint of concrete is crucial for sustainable construction. This paper explores circular economy strategies such as reusing existing structures, recycling concrete and mineral waste, and substituting cement with secondary raw materials. A case study evaluating over 100 concrete mixes (C10/15–C30/37) compared natural and recycled brick aggregate, as well as six types of blended cements (CEM II). Mechanical properties and environmental impacts were assessed using LCA in five impact categories. Results highlight the effectiveness of secondary materials in reducing CO₂ emissions and overall environmental burden.

Pre-demolition audits help identify materials suitable for reuse or recycling, thereby reducing the volume of construction and demolition waste and supporting the principles of the circular economy. The article presents the legal framework, audit methodology, and the environmental and economic benefits of such audits. It also includes current insights and practical examples from the European project CIRC-BOOST (Horizon Europe), which tests and implements circular solutions in construction through pilot projects in five countries.

The article summarizes aspects of fire safety in hybrid structures using wood. It highlights the limited applicability of existing standards when combining materials with different thermal and mechanical properties and emphasizes the need for a fire engineering approach. Based on casestudies, including the Moen-Wood system from the Japanese company Takenaka, approaches such as layered structures and controlled charring are presented. The article provides an overview of current design options and identifies challenges faced by Czech design practice in the design of fire-resistant timber structures for higher buildings.

The paper deals with the numerical calculation of a steel joint at elevated temperature. The Sheffield experiment, well known and described in the literature, has been studied. The study of the shell model has been carried out using the (CBFEM). The validation of the model shows good agreement with the experiment. A summary of the sensitivity study is included in the paper.

This study explores the potential of a calcined kaolinite-illite clay in LC3-type binders with the aim of assessing the material’s thermal resistance. After designing and characterizing the binder compositions, simultaneous thermal analysis (STA) was used to identify critical temperature ranges of phase transformations. Three key regions were detected: 50–300 °C (dehydration), 400–500 °C (Portlandite decomposition), and 650–750 °C (CaCO₃ decarbonation). Between these, the material remained thermally stable. Based on this, 400, 600, and 1000 °C were selected as target temperatures for future heat exposure tests. The presented results form the basis for further investigation of the high-temperature behavior of this alternative cementitious system.

In 2015, the preparation of a new generation of the Eurocodes was initiated, with the implementation in Slovakia anticipated by 2028. The notable update introduced in the Eurocode 2 is a revised methodology for the design of the anchorage of reinforcing steel in concrete structures. This article presents a comparative analysis of the design approaches and the required anchorage lengths specified in the current and upcoming version of the Eurocodes 2.

This paper deals with the use recyclate as a partial or complete substitute for natural aggregates for the production of concrete. However, the current legislation in the EU and the Czech Republic allows this use only to a very limited extent. The text will describe the current situation in the Czech Republic and the directions of further development of related standards to extend the existing possibilities of using recyclates for concrete production.

The aim of the methodology is to establish a procedure for the safe use of fly ash from coal combustion in construction products. The development of this methodology was part of project no. FW01010195, titled “Advanced Manufacturing Technologies for the Strategic Utilization and Storage of By-Products of Energy Production (BEP)”. The methodology is intended to serve as a basis for decision-making regarding the handling of these materials for companies engaged in the production of construction products containing fly ash, state administration officials, the Czech Environmental Inspectorate (ČIŽP), certification bodies, regulatory authorities, and other relevant stakeholders.

This article focuses on the composition and restoration of plasters of historical buildings, carried out since the 20^th century, especially from its second half until today. The binders, admixtures, and additives used for plasters in the past are described, and the differences in their properties compared to those of current materials are discussed. The principles of plaster restoration using various methods of preparing plaster mortar mixtures are described. Attention is also paid to the types and properties of plasters for damp masonry containing water-soluble salts. Disagreeing opinions on restoration from the perspective of architectural heritage care and technologists are also discussed.

This article focuses on the composition and restoration of plasters of historical buildings, carried out since the 20^th century, especially from its second half until today. The binders, admixtures, and additives used for plasters in the past are described, and the differences in their properties compared to those of current materials are discussed. The principles of plaster restoration using various methods of preparing plaster mortar mixtures are described. Attention is also paid to the types and properties of plasters for damp masonry containing water-soluble salts. Disagreeing opinions on restoration from the perspective of architectural heritage care and technologists are also discussed.

The second and final part of the article on the design of loft extensions and superstructures in masonry buildings deals with other possibilities of increasing the load-bearing capacity of existing wooden floor structures. It also discusses the reinforcement of reinforced concrete ceilings and ceiling structures with rolled steel profiles. Finally, the possibility of increasing the clear height of the loft space and the special features of superstructures.

This paper begins the first part of a series of articles on the design of loft extensions and superstructures in masonry buildings. The first part deals with the problem of loading of floor structures and the possibilities of further action in cases where the floor structure is structurally unsuitable for the new purpose. Subsequently, the possibilities of increasing the load-bearing capacity of wooden ceilings are described. This is done by changing the structural system, inserting a new ceiling slab, and by coupling the original ceiling with an additional structure.

The fourth and last part of the series of articles on the problem of masonry buildings situated in floodplains deals with the problem of loading of buildings during the passage of a flood wave. Specifically, the calculation of the load from the vertical buoyancy of water from the flood wave, the load from the dynamic pressure and the load from the dynamic effect of a floating object.

The third part of the series of articles on the problems of masonry buildings located in flood-prone areas deals with the possibilities of rehabilitation of damp masonry partitions after the water from the flood wave has hit. Furthermore, it deals with the issue of underground structures and the flood area, which is also a submerged area. The third part concludes with an introduction to the issue of loading of buildings during the passage of a flood wave.

The second part of the first series of articles on the problems of masonry buildings located in floodplains deals with the peculiarities of historic and listed buildings. It also deals with the treatment of expansion joints, protection against water pressure and the treatment of the internal distribution of technical equipment of buildings. Last but not least, it deals with the issue of rehabilitation of buildings after a flood wave.