The benefits of BIM are discussed at almost all the conferences concerning the construction industry. Better quality project documentation is one of the most often referred assets of projects modelled in BIM. Unfortunately, it is not clear whether this benefit was realised in the projects or not. So, there raise following questions:

• How exactly was the declared better quality measured?
• What exactly is meant by the better quality documentation in practise?
• How can a contracting authority assess the quality of the project data processed by BIM models?

This article will try to answer all these questions and introduce the reader into the elementary principles of the quality measurability of the project information.

The article is intended for all clients (contracting authorities) who would like to choose a quality BIM contractor for their future project. It is based on the experience of implemented tenders (small-scale public contracts) and procurement procedures pursuant to Act No. 134/2016 Coll. on Public Procurement, as amended (“PP”). The article is an introduction to the system of qualitatively oriented selection of the BIM model contractor and related outputs – i.e. 2D drawing, quantity take-off, etc. This article applies to the Czech law.

The paper deals with the issue of emerging defects and failures in the construction of industrial floors in relation to concrete technology. The effects of deficiencies in concrete recipes on the occurrence of defects or failures are described, as well as the effects of treatment of the finished structure, laying of concrete and methods of its compaction.

This paper deals with the test results of shear characteristics of thermal insulation boards based on MW with longitudinal orientation of fibres of thickness 200 mm and more according to ČSN EN 13162+A1, documents serious faults in test procedure according to current ČSN EN 12090, reasons included, and proposes possible way of their solution.

In the expert business, the usual requirement is to find a possible fault, its cause and a proposal for how to eliminate it. More and more often, however, in expert practice I encounter the requirement to simultaneously assess the current state of the flat roof and especially the waterproofing layer and comment on its possible further functionality and durability.

There are many factors affecting the internal fire. The important thing is the dimension and the geometry of space, the existence of openings, accidental, and still fire load and other. In large-space objects, to design structures under the fire load often proceeds through a performance-based approach. Advanced methods can be used in all parts of the design - in predicting of the scatter of temperature field, in calculating of the heat transfer to the structure and in assessing of the mechanical behavior of the structure or its part under the fire load. The prediction of the gas temperature in the fire compartment is crucial for the structure design. The paper describes the worst fire scenario in the large-space building. The problem is solved by using FDS (Fire Dynamics Simulator).

The paper is presenting problems that are to be solved within expert opinions focused on wooden houses which foundation is designed as a crawl space.

The present paper deals with the assessment of several realized construction details within the renewed flat roof of the multifunctional building. The new roof structure has the composition of a single-layer flat roof with a classic order of layers, which is mounted on the original roof structure. The problematic details are closely related to the incorrect realization of the waterproof membrane and its fitting to the individual building structures within the detail. Individual factors play a significant role in the assessment: absence of additional elements (cover and anchor strips), improper drainage of rainwater from the roof surface and improper handling of accessories within the waterproof membrane. The assessment of the individual details revealed significant shortcomings that can cause rainwater penetration into the roof structure and thus endanger the reliability and durability of the roof.

The article presents the possibilities of computational estimates of selected characteristics of fires of accidentally escaping gases and liquids, namely jet fires, instant fires (flashes), pool fires and fireballs. It divides fire and explosion models into empirical, phenomenological and CFD with examples of specific types of available models and categorization of buildings according to standard classes of consequences. Finally, the importance of these calculations for the quantitative assessment of the risks of explosions and subsequent fires is emphasized.

This paper deals with the content of prepared review of ČSN 73 2902:2020 External thermal insulating composite systems (ETICS) – Design and application of mechanical fastening for fixing of ETICS in the base material. It specifies modifications made in content of standard and in particular the addition of new provisions for correct assessment of the stability of the ETICS.

The article deals with an acceptability assessment of a building extension from the point of view of daylighting in the case when daylighting of a neighbouring building is obstructed not only by the extended building but also by balcony and wing belonging to the neighbouring building. The results are confronted with the provisions of the Czech Standard ČSN 73 0580-1 and the Prague Building Regulations.

The paper deals with construction modifications of the public building complex roof, which was repeatedly flooded. The roof structure consists of a combination of a sloped roof around the perimeter of the building and a flat roof above the inner space of the floor plan. In the article the authors focus on solving the atypical detail required by the roof modifications.

The paper summarizes scenarios of accidental leaks of gases and liquids. Their danger is evidenced by the statistics of fires from explosions in the Czech Republic for the period 2012-2019. It also presents empirical models of selected characteristics of physical and chemical explosions of leaked gases and liquids. The paper is supplemented by an example of calculation.

Textile-reinforced concrete is currently a newly developed material and can be used as an alternative to traditional reinforced concrete structures.It is a combination of high-performance concrete, textile carbon reinforcement, and its synthetic matrix. The main advantages of textile-reinforced concrete are its mechanical properties, while retaining a subtle structural character,and excellent resistance against atmospheric corrosion. Currently, textile-reinforced concrete is used mainly for non-load-bearing structures; however, more widespread usage in load-bearing structures is predicted. This article serves as an evaluation of textile-reinforced concrete in load-bearing structures from the fire safety of buildings‘ point of view as well asa stating prospective limitations resulting from the requirements of the set of standards series CSN 73 08xx.

The present experience has shown, that the most serious effect of the accidental load on prefabricated panel buildings in our conditions is a gas explosion. In addition to the explosion of gas, the effect of elevated temperature during a fire is also significant. During a fire, the mechanical properties of building materials may change. These may not return to their original value at the end of the temperature load. The article describes the design of repair of the load-bearing members the panel building after fire on the 11^th floor of the panel system type T-06.

Article follows the previous treatise concerning prestressed steel tubes with just one crossarm (Machacek a Pichal [13]). A stayed column with two crossarms is investigated, while other parameters as those of tested and analysed stayed columns with one crossarm are identical. Critical loadings and decisive buckling modes of unprestressed stayed columns are solved by linear bifurcation. For prestressed stayed columns the analytical method is derived, which enables calculation of critical loading under an arbitrary prestress including the optimal one, resulting into maximal critical loading. The main study introduces geometrically, possibly also materially nonlinear analyses with initial imperfections, using software ANSYS. The nonlinear analysis is shown to be necessary even for critical loading of "ideal" stayed column, while for strength of "imperfect" stayed column, with given initial deflection, is absolutely essential. Finally are analysed impacts of material nonlinearity and numbers of crossarms, followed by practical design recommendations.

Article follows the previous general treatise concerning prestressed steel compression tubes with just one crossarm (Machacek [1]). This article deals with tests of stayed columns, numerical analyses and their evaluation. In the theoretical part the linear bifurcation analysis (2D LBA) to establish critical loads and buckling modes is presented, the geometrically nonlinear analysis to establish strengths of imperfect stayed columns (3D GNIA) and also the geometrically and materially nonlinear analysis to establish strengths of imperfect stayed columns made of stainless steels (3D GMNIA) are introduced. Numerical calculations employ software ANSYS and are validated by tests. Parametrically are investigated impacts of initial deflections, directions of buckling, material nonlinearities and the technique of the stays supports at crossarms. Results are summarized into practical recommendations.

The aim of the study was to determine the functional reliability of the historic wall of the Hvězda summer house and to assess its applicability. The article presents the possibilities of freestanding wall renovation design using optimal technologies, analysis of solution proposals and evaluation of risk factors. The actual design of the renovation was preceded by a detailed structural survey. At the end of the article, the course of implementation work is described, including the selected material solution of restoration. The Klokner Institute of the Czech Technical University participated in the material analyses and the renewal proposal was consulted with the National Heritage Institute.

In modern building systems, sound insulation of walls is often made of multi-layer structures. This article deals with the acoustic operation of such structures and discusses the importance of proper implementation. It also warns against limited sound insulation at low frequencies, which is often not given enough attention. Software for calculating sound insulation - INSUL - was used to compare the acoustic behavior of structures and for simulations.

Carbonatation of concrete (or possibly of cement grout) is a slow destructive process, which continuously causes the change of pH, the corrosion of reinforcement, up to the total loss of strength and cohesion of concrete. It seems, however, that the carbonatation process can be partially influenced by a composition of concrete mixture and by perfect dumping. Greater batches of cement, preferably portland cement, guarantee the best natural preservation of concrete. On the contrary, negative effects of carbonatation demonstrate themselves stronger in the worse dumped concrete and also in concrete with excess of batching water. Finding a suitable recipe for a concrete mixture together with a perfect processing technology lead to a significant prolongation of lifetime of concrete constructions exposed to invasive action of gaseous carbon dioxide.