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1.	Original version of the author's contribution as presented on CD, paper No. 169.: PDF NUMERICAL ANALYSIS OF NARROW SINGLE-SPAN, GRAVITATIONALLY LOADED CONCRETE SLABS REINFORCED STEEL WITH A MEAN DUCTILITY Wieczorek, M. In the course of the exploitation of building structures frequently situations turn up, when the structure is not adequately used (it may, for instance, be exposed to con [...] Detailed record - Similar records
2.	Original version of the author's contribution as presented on CD, paper No. 170.: PDF NUMERICAL ANALYSIS OF THE DEFORMATION OF THE CORNER PART OF THE SLAB-COLUMN STRUCTURES Wieczorek, M. The paper resents the results of a numerical analysis of the corner part of a slab-column structure performed on the scale 1:2. The analysis is based on laboratory tests [...] Detailed record - Similar records
3.	Original version of the author's contribution as presented on CD, . : PDF Verification of the Assumptions of 2D Model Slab-Column Connection with the Solid Model 3D Wieczorek, M. Approximation of structural components by the plane model 2D is most frequently applied in the design practice. This paper presents simple, technical and engineering proc [...] Detailed record - Similar records
4.	Original version of the author's contribution as presented on CD, . : PDF Research of RC Slab-Column Structures in the Failure Stage Starosolski, W. ; Kupczyk, R. This paper presents the results of 2 RC rectangular slab (span of 2,65 m, 0,20 m thick) column (0,40×0,40 m) connections. The bottom slab reinforcement over the column c [...] Detailed record - Similar records

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