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An example of adaptation of an office building to the requirements regarding the EP indicator after the year 2020


Vol. 521 (1) 2016 / środa, 24 października, 2018

(in Polish)

Adrian Trząski

DOI: 10.15199/33.2016.01.11

Volume 521; Issue 1
Pages 34-38

Accepted for publication: 03.12.2015 r.

 

24 października, 2018 Vol. 521 (1) 2016

Nawigacja wpisu

Previous Post Floors of large size ceramic tiles – executive problems
Next Post Impact assessment of fly ash additive to concrete based on cement CEM IIIA 42,5 N on the tightness and chloride ions migration

Present volume

Open Acess 11/2025

Experimental investigation of concrete beams under bending, manufactured with 3D additive printing technology

The active confinement of reinforced concrete columns using shape memory materials

Modeling the point cold forming process of arch girders

Changes in methods for calculation of shear stress resistance at the interface between concretes cast at different times

Assessment of concrete damage in structures caused by alkali-silica reaction

Experimental research and finite element method (FEM) validation aluminum brackets in ventilated facades systems

Changes in the strength of sandstone cladding panels under environmental influences

Analysis of thermal and humidity parameters of partitions and joints of a single-family building before and after insulation

The influence of the door threshold solution and installation accuracy on the smoke tightness of aluminium glazed fire door

Variability of noise measurement results from technical equipment depending on the applied testing method

Wiecej...

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