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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 04/2026

Mechanical and protective properties of cement mortar modified with nanomagnetite under high temperature conditions

Smoke control characteristic of aluminum-framed glazed single-leaf fire-resisting doors subjected to repeated opening and closing cycles

Formulating the thermodiffusion problem with large changes in temperature and concentration of the diffusing substance

Analysis of factors affecting the chemical reactivity of fly ash

Brittle fracture of a rolled I-beam under biaxial bending due to the low toughness of the steel and weakening by the bolt hole

Low-altitude photogrammetry for digital documentation of truss bridges

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