Modern Consolidation Solutions for Buildings with Historical Value. Part I: Reinforced Concrete Structures

被引:0
作者
Apostol, I. [1 ]
Mosoarca, M. [1 ]
Stoian, V. [2 ]
机构
[1] Politehn Univ Timisoara, Fac Architecture & Urbanism, Timisoara, Romania
[2] Politehn Univ Timisoara, Fac Civil Engn, Timisoara, Romania
来源
MODERN TECHNOLOGIES FOR THE 3RD MILLENNIUM | 2017年
关键词
reinforced concrete; history; consolidation; reversible; natural materials;
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In western part of Romania, the end of the nineteenth and the beginning of the twentieth century were characterised by a specific way of construction, using reinforced concrete elements, such as slabs, beams, walls and framing. Despite of the reinforced concrete that was used, after earthquakes, historic buildings have recorded important damages, differentiated by the intensity and type of the earthquake. That happened because of the lack of seismic behaviour consideration, so the reinforced concrete that was used didn't work properly. In order to assure the existence of history for the next generations, we need to make sure that we understand the failure mechanisms and that we consolidate the structures based on The Chart of Venice principles. In order to do so, we decided to show some consolidation methods based on natural materials and reversible methods that were used on one reinforced concrete structure in Timisoara, Romania (case study). In Timisoara area there are a lot of similar buildings, so our case study can be used as a model for other buildings with similar problems.
引用
收藏
页码:111 / 116
页数:6
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[21]   Retrofitting of Reinforced Concrete Beam-Column Joints by Composites-Part I: Experimental Study [J].
Kaya, Osman ;
Yalcln, Cem ;
Parvin, Azadeh ;
Altay, Selcuk .
ACI STRUCTURAL JOURNAL, 2019, 116 (01) :17-29
[22]   Criteria and guidelines about structural reversibility for reinforced concrete historical buildings refurbishment. The Excelsior Cinema in Milan (1926-30) [J].
Croatto, Giorgio ;
Turrini, Umberto ;
Bertolazzi, Angelo .
JOURNAL OF ARCHITECTURAL CONSERVATION, 2016, 22 (03) :189-198
[23]   Acoustic emission energy b-value for local damage evaluation in reinforced concrete structures subjected to seismic loadings [J].
Sagasta, Francisco ;
Zitto, Miguel E. ;
Piotrkowski, Rosa ;
Benavent-Climent, Amadeo ;
Suarez, Elisabet ;
Gallego, Antolino .
MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2018, 102 :262-277
[24]   Numerical modeling of the fracture process in reinforced concrete by means of the continuum strong discontinuity approach. Part I: formulation [J].
Linero Segrera, Dorian Luis ;
Oliver, Javier ;
Huespe, Alfredo E. .
INGENIERIA E INVESTIGACION, 2010, 30 (02) :5-15
[25]   Seismic performance of a full-scale, reinforced high-performance concrete building. Part I: Experimental study [J].
Mousseau, Sebastien ;
Paultre, Patrick .
CANADIAN JOURNAL OF CIVIL ENGINEERING, 2008, 35 (08) :832-848
[26]   The Deutscher Ausschuss fur Eisenbeton (German Committee for Reinforced Concrete) 1907-1945. Part 1: Before World War I [J].
Trout, Edwin A. R. .
CONSTRUCTION HISTORY-INTERNATIONAL JOURNAL OF THE CONSTRUCTION HISTORY SOCIETY, 2014, 29 (01) :51-73
[27]   A multi-direction pushover procedure for seismic response assessment of low-to-medium-rise modern reinforced concrete buildings with special dual system having torsional irregularity [J].
Ghayoumian, Golnaz ;
Emami, Ali R. .
STRUCTURES, 2020, 28 :1077-1107
[28]   Correlation of microstructure, electrical properties and electrochemical phenomena in reinforced mortar. Breakdown to multi-phase interface structures. Part I: Microstructural observations and electrical properties [J].
Koleva, D. A. ;
van Breugel, K. ;
de Wit, J. H. W. ;
van Westing, E. ;
Copuroglu, O. ;
Veleva, L. ;
Fraaij, A. L. A. .
MATERIALS CHARACTERIZATION, 2008, 59 (03) :290-300