Analysis of removal method of a 19th church‘s deflection
A historic mid-19th C. church building is located on the area affected by the impact of underground coal mining. In the past, the building was secured many times against an adverse effect of the mining area deformation by providing massive reinforced-concrete reinforcements. As uneven depressions ha...
Main Author: | Gromysz Krzysztof |
---|---|
Format: | Article |
Language: | English |
Published: |
EDP Sciences
2019-01-01
|
Series: | MATEC Web of Conferences |
Online Access: | https://www.matec-conferences.org/articles/matecconf/pdf/2019/33/matecconf_icsf2019_05005.pdf |
Similar Items
-
Examination of stiffness of stack of steel elements forming part of supports used for removal of building deflections
by: Krzysztof Gromysz, et al.
Published: (2019-09-01) -
Deformations of temporary wooden supports used to reduce building deflections in mining areas
by: Gromysz Krzysztof
Published: (2018-01-01) -
Analysis of Parameters of a Rectified Tank on the Basis of In-Situ Tests
by: Krzysztof Gromysz
Published: (2021-07-01) -
Analysis of the effect of load application eccentricity on the stiffness of supports consisting of stack of elements
by: Gromysz Krzysztof
Published: (2019-01-01) -
Material support of churches in the 19th – early 20th centuries as exemplified by churches in Volokolamsk deanery of Moscow diocese
by: Iyliia Belonogova
Published: (2017-12-01)