End-user survey results as contribution to energy performance assessment of precast panel housing stock
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Published:
Sep 11, 2014
Issue Vol. 13 No. 3 (2014)
Articles
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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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Abstract
The paper presents an analysis of a survey among residents of a housing district in Lublin, Poland. The survey, conducted by means of a bespoke questionnaire, was aimed not only at collecting the end-user input on the effects of maintenance and retrofitting actions completed so far and preferences on future actions, but also to arouse interest in participating in the decision-making process related with improving energy performance of the housing stock. The investigations, being a part of a larger research project started in 2004, are focused on assessing the potential for improvement of the precast panel housing stock which is a typical feature of Poland’s building environment.
Keywords:
precast panel housing, resident survey, energy performance assessment, participation
Article Details
Ostańska, A. (2014) “End-user survey results as contribution to energy performance assessment of precast panel housing stock”, Budownictwo i Architektura / Civil and Architectural Engineering, 13(3), pp. 317–324. doi: 10.35784/bud-arch.1837.
