mgr inż. Marta Hirsz | Politechnika Gdańska

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mgr inż. Marta Hirsz

Kontakt:

email:
marta.hirsz@pg.edu.pl
strona:
https://mostwiedzy.pl/marta-hirsz,798316-1

Zajmowane stanowiska:

Asystent

miejsce pracy:
Katedra Konstrukcji Inżynierskich
Budynek " Żelbet" pokój 3
telefon:
(58) 347 10 94
mgr inż. Marta Hirsz

Publikacje:

  1. The purpose of the article was to compare selected calculation methods regarding shear strength in reinforced concrete beams without web reinforcement. Several calculation methods were tested. This included codes: PN-EN 1992-1-1:2008, ACI 318-14 and fib Model Code for Concrete Structures 2010. The analysis also consists of authorial methods published in technical literature. Calculations of shear strengths were made based on experimental...

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  2. Publikacja

    The aim of this article is to present a forgoing preparation for a theoretical and experimental analysis of a shear zone of a composite beams with glass and reinforced or prestressed concrete. Authors present their current knowledge, achievements and predicted challenges in later stages of the research. Properties of component materials are presented in the context of compensating weaknesses of one material with strengths of the...

  3. Publikacja

    The purpose of this article was to introduce the design and construction of tiled walls in accordance to codes' restrictions. The construction of the Museum of the Second World War in Gdańsk was chosen to be an example of its successful use in practice. Theoretical knowledge was based on PN-EN 1992-1-1:2008 and fib Model Code for Concrete Structures 2010. Although codes' recommendations seem curt, practice prove structural advance....

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  4. Publikacja

    The purpose of this article was an attempt to compare selected calculation methods regarding shear strength in reinforced and prestressed concrete beams. Several calculation methods were tested. This included codes: PN-EN 1992-1-1:2008 [1], ACI 318- 14 [2] and fib Model Code for Concrete Structures 2010 [3]. The analysis also consists of methods published in technical literature. Calculations of shear strengths were made based...

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