Budownictwo i Architektura - v. 13, n. 3 (septembre 2014)

Publié:	septembre 2014

Articles dans ce numéro

Auteur(s)	Titre	Page(s)
Skwarek, Marcin / Hulimka, Jacek	Aerodynamic damping in the structural analysis of steel lattice towers	275-282
Goszczyńska, Barbara / Trąmpczyński, Wiesław / Tworzewski, Paweł	An analysis of the influence of the reinforcing bar distribution on the beam deformation during loading	087-094
Maslak, Mariusz / Snela, Małgorzata	The axial force influence on the flexibility of steel joints subject to bending under fully developed fire conditions	251-258
Szychowski, Andrzej	Buckling of elastically restrained cantilever wall with free edge stiffening	291-298
Janusz, Renata / Janus, Krzysztof	Buildings constructed in the system OWT- 67 in urban layout of residential settlement "Maki" in Lublin	299-309
Górski, Marcin	Calculation of column bases under biaxial bending	235-242
Knauff, Michał / Niedośpiał, Marcin	Comments concerning crack width calculation in joints of steel-concrete composite slabs	111-118
Szymczak, Piotr / Olbryk, Paweł / Kaminska, Maria	Composite GFRP bars as reinforcement of concrete members under axial force and bending moment	167-174
Jarocka-Mikrut, Aleksandra / Gleń, Piotr	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
Biegus, Antoni	Corrugated sheet as a bracing of flat truss chords at their out-plane buckling	209-218
Nagrodzka-Godycka, Krystyna / Knut, Anna / Zmuda-Baszczyn, Kamila	Crack morphology and load carrying capacity of the deep beams reinforced orthogonally	127-134
Radziewanowski, Zbigniew	The cultural values of architectural form in terms of current conditions of building technologies including prefabricated buildings	325-332
Jabłoński, Łukasz	Department of Civil Engineering, Faculty of Civil Engineering and Architecture, Lublin University of Technology	095-102
Ostańska, Anna	End-user survey results as contribution to energy performance assessment of precast panel housing stock	317-324
Kowal, Zbigniew / Piotrowski, Rafał	Energy–active expansion segments of steel halls covered with a regular structure with a tie	243-250
Zyga, Jacek	Evaluation of prefabricated blocks of flats through the Real estate market point of view	057-064
Urban, Tadeusz / Krawczyk, Łukasz / Gołdyn, Michał	Experimental investigations of punching shear concrete slabs with different types of transverse reinforcement	193-200
Urban, Tadeusz / Gołdyn, Michał / Krawczyk, Łukasz	Experimental investigations of reinforced concrete columns in the edge connection zone with a reinforced concrete slab	175-182
Staśkiewicz, Michał / Kotynia, Renata / Michels, Julien / Czaderski, Christoph / Motavalli, Masoud	Experimental tests of post-tensioned girders strengthened with prestressed CFRP composites	159-166
Jarosz, Jakub	Experimental verification of numerical model of integral bridge	103-110
Chołostiakow, Szymon / Kotynia, Renata	Flexural strengthening of RC beams by using a near surface mounted T-section profiles	071-078
Pilarska, Dominika	Geometric shaping of chosen two-layered bar domes	033-040
Słowik, Marta	The influence of longitudinal reinforcement on shear capacity of reinforced concrete members without shear reinforcement	151-158
Blikharskyy, Zinoviy / Dubizhanskyy, Dmytro / Khmil, Roman	Investigation of the bearing capacity of reinforced concrete beams strengthened with reinforced concrete ring under load	065-070
Ligęza, Wiesław	Large-panel buildings after years of exploitation. Selected problems of repairs	015-025
Goszczyńska, Barbara / Trąmpczyński, Wiesław / Bacharz, Magdalena / Bacharz, Kamil	A load capacity of cyclic loaded reinforced concrete beams	079-086
Korentz, Jacek	Methods of analysis of a reinforced concrete section under bending with axial force in the post-yield range	119-126
Błażejewski, Paweł / Marcinowski, Jakub	Most adverse geometrical imperfections of steel spherical shells	219-226
Urbański, Marek Urbański / Łapko, Andrzej	On assessment of cracking of concrete beams reinforced with BFRP bars	201-208
Wróbel, Krystyna / Kubiszyn, Wiesław	Operating problems of buildings erected by using OWT large panel technology on the example of a ten-storey residential building in Rzeszów	049-056
Fic, Stanisław / Szeląg, Maciej / Szewczak, Andrzej	Operational phase problems of prefabricated residential buildings on the example of the objects in the Lublin region	007-014
Ostrowski, Krzysztof / Kozłowski, Aleksander	Parametric study on the rotation capacity of stiffened end-plate beam-to-column connection	267-274
Giżejowski, Marian / Stachura, Zbigniew	Partial resistance factors of class 4 steel elements	227-234
Nowogońska, Beata	Prognosis of the technical condition of masonry walls in residential buildings	027-032
Piotrowski, Jerzy / Zaborek, Radosław	The program of renovation work on the example of the system building constructionW-70	041-048
Urban, Tadeusz / Krakowski, Jakub	Punching shear behavior of thick reinforced concrete slabs according to Strut-and-Tie model	183-192
Paśko, Paulina / Piątek, Bartosz / Siwowski, Tomasz	Research on anchorages of the structural strengthening system with prestressed CFRP strips	143-150
Wrana, Jan / Skoczylas, Olga	Revitalization of prefabricated estate in Lipsko - complement the function of the multi-purpose building	349-354
Szpytma, Magdalena	Revitalization of prefabricated housing. Implementation of European solutions to Polish conditions	341-348
Szczerba, Radosław	Structural robustness of steel framed buildings subjected to accidental actions	283-290
Matuszkiewicz, Monika	The study of the influence of initial mast shaft imperfections on the values of internal forces and the effort of mast structure	259-266
Skoczylas, Olga	Transform, but how?	333-340
Ostromęcki, Rafał	Transverse reinforcement contribution in shear – remarks from experimental research	135-142

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IssueID
38893
Publié(e) le:
25.11.2020
Modifié(e) le:
25.11.2020

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Budownictwo i Architektura - v. 13, n. 3 (septembre 2014)

Articles dans ce numéro

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Budownictwo i Architektura - v. 13, n. 3 (septembre 2014)

Articles dans ce numéro

Vous avez dépassé votre limite de téléchargement mensuelle ! Les abonné·es à Structurae Plus peuvent télécharger 30 images ou ensembles de données par mois. Les utilisateurs·rices de Structurae Pro sont limités à 50.

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