Archives

2014

Published: 2020-06-24

Operational phase problems of prefabricated residential buildings on the example of the objects in the Lublin region

007-014

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Large-panel buildings after years of exploitation. Selected problems of repairs

015-025

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Prognosis of the technical condition of masonry walls in residential buildings

027-032

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Geometric shaping of chosen two-layered bar domes

033-040

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The program of renovation work on the example of the system building constructionW-70

041-048

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Operating problems of buildings erected by using OWT large panel technology on the example of a ten-storey residential building in Rzeszów

049-056

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Evaluation of prefabricated blocks of flats through the Real estate market point of view

057-064

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Investigation of the bearing capacity of reinforced concrete beams strengthened with reinforced concrete ring under load

065-070

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Flexural strengthening of RC beams by using a near surface mounted T-section profiles

071-078

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A load capacity of cyclic loaded reinforced concrete beams

079-086

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An analysis of the influence of the reinforcing bar distribution on the beam deformation during loading

087-094

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Influence of the interface location at the height of composite reinforced concrete elements on the interface crack limit state

095-102

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Experimental verification of numerical model of integral bridge

103-110

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Comments concerning crack width calculation in joints of steel-concrete composite slabs

111-118

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Methods of analysis of a reinforced concrete section under bending with axial force in the post-yield range

119-126

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Crack morphology and load carrying capacity of the deep beams reinforced orthogonally

127-134

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Transverse reinforcement contribution in shear – remarks from experimental research

135-142

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Research on anchorages of the structural strengthening system with prestressed CFRP strips

143-150

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The influence of longitudinal reinforcement on shear capacity of reinforced concrete members without shear reinforcement

151-158

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Experimental tests of post-tensioned girders strengthened with prestressed CFRP composites

159-166

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Composite GFRP bars as reinforcement of concrete members under axial force and bending moment

167-174

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Experimental investigations of reinforced concrete columns in the edge connection zone with a reinforced concrete slab

175-182

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Punching shear behavior of thick reinforced concrete slabs according to Strut-and-Tie model

183-192

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Experimental investigations of punching shear concrete slabs with different types of transverse reinforcement

193-200

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On assessment of cracking of concrete beams reinforced with BFRP bars

201-208

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Corrugated sheet as a bracing of flat truss chords at their out-plane buckling

209-218

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Most adverse geometrical imperfections of steel spherical shells

219-226

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Partial resistance factors of class 4 steel elements

227-234

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Calculation of column bases under biaxial bending

235-242

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Energy–active expansion segments of steel halls covered with a regular structure with a tie

243-250

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The axial force influence on the flexibility of steel joints subject to bending under fully developed fire conditions

251-258

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The study of the influence of initial mast shaft imperfections on the values of internal forces and the effort of mast structure

259-266

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Parametric study on the rotation capacity of stiffened end-plate beam-to-column connection

267-274

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Aerodynamic damping in the structural analysis of steel lattice towers

275-282

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Structural robustness of steel framed buildings subjected to accidental actions

283-290

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Buckling of elastically restrained cantilever wall with free edge stiffening

291-298

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Buildings constructed in the system OWT- 67 in urban layout of residential settlement "Maki" in Lublin

299-309

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The concept of housing estate A, B, and C in the borough of Felin District in Lublin and its implementation. Panel buildings and problems they pose

309-316

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End-user survey results as contribution to energy performance assessment of precast panel housing stock

317-324

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The cultural values of architectural form in terms of current conditions of building technologies including prefabricated buildings

325-332

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Transform, but how?

333-340

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Revitalization of prefabricated housing. Implementation of European solutions to Polish conditions

341-348

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Revitalization of prefabricated estate in Lipsko - complement the function of the multi-purpose building

349-354

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