Precast concrete architecture in Central Europe
(Open Access) J. Glaesle DOI: 10.15199/33.2017.09.15
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Non-destructive testing and strengthening of the wooden historic rafter framings
(in Polish) Stanisław Karczmarczyk, Roman Paruch, Stanisław Kańka, Tomasz Tracz DOI: 10.15199/33.2016.06.89
Compressive durability testing of ground composite materials peat – volatile ash – lime
(in Polish) B. Brzeziński DOI: 10.15199/33.2017.09.36
Identification of the steel grade used in buildings
(in Polish) D. Kowalski DOI: 10.15199/33.2017.09.35
New method for assessment of fire resistance of unprotected electric cables
(in Polish) M. Łukomski, P. Turkowski DOI: 10.15199/33.2017.09.33
Environmental assessment of hydraulic binder based on fly ash based on PN-EN 15804
(in Polish) M. Piasecki DOI: 10.15199/33.2017.09.31
Plasters with recycled polystyrene
(in Polish) D. Barnat-Hunek, B. Klimek DOI: 10.15199/33.2017.09.30
Impact resistance of façade systems
(in Polish) O. Kopyłow DOI: 10.15199/33.2017.09.26
Facade glass with multifunctional coating
(in Polish) A. Marczewska, A. Balon-Wróbel DOI: 10.15199/33.2017.09.24
Façades in high-rise buildings on examples european construction
(in Polish) I. Cała, A. Jóźwik DOI: 10.15199/33.2017.09.23
Evaluation of efficiency of repair of the floor in underground parking regarding to protection against chloride ions ingress
(in Polish) P. Woyciechowski, J. Kuziak, P. Łukowski DOI: 10.15199/33.2017.09.09
On slip resistance of floor resin coatings
(in Polish) A. Ambroziak DOI: 10.15199/33.2017.09.08
Concrete floor – jointless or traditional?
(in Polish) S. Słonina, G. Bajorek DOI: 10.15199/33.2017.09.07
The designing and real mechanical properties of concrete industrial ground floor made with the steel fibres
(in Polish) J. Jasiczak, K. Zieliński DOI: 10.15199/33.2017.09.06
Oxidation modification of surface of polypropylene fiber reinforcement
(in Polish) D. Wiliński, Ł. Kraiński DOI: 10.15199/33.2017.09.05
Short polymer fibers as micro-reinforcement of cement composites
(in Polish) A. Ślosarczyk, D. Szulc DOI: 10.15199/33.2017.09.04
Research of cement base reinforcing with selected concrete curing agents
(in Polish) B. Stawiski DOI: 10.15199/33.2017.09.03
Floor concrete mix – requirements and responsibility for quality according to PN-EN 206
(in Polish) S. Świątek-Żołyńska, T. Piotrowski DOI: 10.15199/33.2017.09.01
Moisture buffering of innovative internal walls
(in Polish) D. Kaczorek, B. Pietruszka DOI: 10.15199/33.2017.08.10
Acoustic climate on scaffolding
(in Polish) M. Jabłoński, J. Szer, I. Szer, E. Błazik-Borowa DOI: 10.15199/33.2017.08.09
Diagnostic procedures in large-panel buildings
(in Polish) J. Szulc DOI: 10.15199/33.2017.08.08
Assessment of the charring depth in surface element timber structures
(in Polish) P. Roszkowski, P. Sulik, G. Kimbar DOI: 10.15199/33.2017.08.07
Estimating extremes in climate impacts using the Peak Over Threshold method – ground snow load
(in Polish) T. Pytlowany DOI: 10.15199/33.2017.08.06
Stiffness in the longitudinal direction of the temporary timber supports of a building
(in Polish) K. Gromysz DOI: 10.15199/33.2017.08.05
Study of building products in the Cone Calorimeter by means of the new concept of modified heat release rate
(in Polish) J. Fangrat DOI: 10.15199/33.2017.08.04
International classification of tornadoes and proposal of intensity scales of strong winds and tornadoes in Poland
(in Polish) T. Chmielewski DOI: 10.15199/33.2017.08.03
Fire resistance assessment methods of lightweight partitions on steel structure with gypsum plasterboard lining
(in Polish) A. Borowy, M. Łukomski, G. Woźniak DOI: 10.15199/33.2017.08.02
Building free forms roofed with folded sheets
(in Polish) J. Abramczyk DOI: 10.15199/33.2017.08.01
Constructions of fenders in chamber of navigation lock
(in Polish) Wojciech Rędowicz, Stanisław Kostecki DOI: 10.15199/33.2016.06.82
The impact of machine failures on assembling aluminum joinery using Just-in-Time method
(in Polish) Blanka Winiecka-Kowalczyk, Piotr Nowotarski Politechnika, Roman Milwicz, Natalia Wojciuk DOI: 10.15199/33.2016.06.83