2021
DOI: 10.3390/buildings11030080
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Medieval Bourgeois Tenement Houses as an Archetype for Contemporary Architectural and Construction Solutions: The Example of Historic Downtown Gdańsk

Abstract: The basic urban tissue of medieval European cities consisted of brick townhouses. In the cities of northern Europe, these tenements were characterised by a block based on an elongated rectangular plan, covered with a gable roof with a ridge oriented perpendicularly to the street. The side walls of the tenement house were common for both neighbours and constituted a basic structural element. The gable façades were not loaded with ceilings, providing freedom in shaping them. The aim of this work is to determine … Show more

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Cited by 5 publications
(6 citation statements)
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“…To avoid this, recommendations are given on strengthening or replacing the weak structures. Investigating the impact of kinematic excitation on the wall of a three-dimensional building [Taraszkiewicz et al, 2021], researchers carried out a series of numerical tests, which made it possible to determine the sensitivity of nonlinear dynamic systems to changes in properties of the medium and density of discretization, obtained with the finite element method (FEM). The study was performed on a 2D model of a frame-and-panel wall and a 3D model of a low-rise building, which were exposed to loads (kinematic input data) at time intervals consistent with earthquake accelerograms.…”
Section: Discussionmentioning
confidence: 99%
See 1 more Smart Citation
“…To avoid this, recommendations are given on strengthening or replacing the weak structures. Investigating the impact of kinematic excitation on the wall of a three-dimensional building [Taraszkiewicz et al, 2021], researchers carried out a series of numerical tests, which made it possible to determine the sensitivity of nonlinear dynamic systems to changes in properties of the medium and density of discretization, obtained with the finite element method (FEM). The study was performed on a 2D model of a frame-and-panel wall and a 3D model of a low-rise building, which were exposed to loads (kinematic input data) at time intervals consistent with earthquake accelerograms.…”
Section: Discussionmentioning
confidence: 99%
“…The study was performed on a 2D model of a frame-and-panel wall and a 3D model of a low-rise building, which were exposed to loads (kinematic input data) at time intervals consistent with earthquake accelerograms. The construction materials (masonry and concrete) were described using the Barcelona plastic damage model [Taraszkiewicz et al, 2021]. The advantage of this model is that it allows depicting the real properties of geomaterials, as well as considering material failure under cyclic loading.…”
Section: Discussionmentioning
confidence: 99%
“…It is an example of cultural heritage with a tendency to support form and function. A striking example of cultural heritage is the paper [12] about the historic centre of Gda ńsk, including burgher residential buildings in the context of archetypes of contemporary architectural and construction solutions. Targowski and Kulowski [13] present the European Solidarity Centre Building in Gda ńsk.…”
Section: Celadyn and Celadynmentioning
confidence: 99%
“…In recent years, several studies on the mechanical characteristics of laminated glass with PVB interlayers have been carried out, assisted by theoretical analyses [19][20][21][22][23][24][25], experimental methods [26][27][28][29][30][31][32][33][34], as well as numerical simulations [27,[35][36][37][38][39][40][41][42][43][44][45][46][47][48][49][50][51][52][53]. Primarily, Xu et al [31][32][33][34] have carried out experimental studies concerning the experimental prediction of braking and the formation of cracks in the glass layer.…”
Section: Introductionmentioning
confidence: 99%
“…Primarily, Xu et al [31][32][33][34] have carried out experimental studies concerning the experimental prediction of braking and the formation of cracks in the glass layer. Regarding the numerical simulations of modeling the breaking of the glass layer, the element deletion function available in the LS-DYNA or ABAQUS software has been employed [27,[35][36][37][38][39][40][41][42][43]52,53], together with the continuum damage method [44,45] with the combined discreet (DE) and finite (FE) element method [46][47][48][49], as well as the extended finite element method XFEM [50]. Numerical simulations of glass windows/facades under blast loading were carried out by Kevin C. et al [54] and Larcher et al [55].…”
Section: Introductionmentioning
confidence: 99%