Comparison between the environmental performance of buildings made of reinforced concrete and timber

被引:0
|
作者
Chiaia, Bernardino [1 ]
Fantilli, Alessandro Pasquale [1 ]
Mancinelli, Oscar [1 ]
机构
[1] Politecn Torino, DISEG, Turin, Italy
关键词
LCA; FEM analysis; reinforced concrete structures; timber structures; thermal analysis; CARBON;
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In order to reduce the environmental impact of the construction industry, the case of natural material (such as timber) is pursued. However, is the use of low-impact materials sufficient to decrease the overall environmental impact of a building? The answer is not trivial, because there are many parameters that affect sustainability, in addition to the unitary environmental impact of the building materials. Through this article, an evaluation of the total CO2 emission in buildings made of reinforced concrete and CLT panels is carried out. The entire life cycle (LCA) of the materials is considered, as well as the CO2 emissions derived from heating and chilling. The relationship between CO2 emissions and building height is also taken into account along with weather conditions. The structures and envelopes of a three - storey family house and of a multi-storey residential building are designed from a structural and thermal point of view, respectively. In order to consider the climatic effects, three locations with very different weather conditions are assumed (i.e. Catania, Turin, Oslo). The carbon footprint of three different structures is considered, namely RC frame made with cast-in-situ structural elements, precast RC panels and timber CLT structure. The quantification of the carbon footprint allows to notice how the overall structural and thermal performances, including the thermal mass, affect the environment performance.
引用
收藏
页码:73 / 82
页数:10
相关论文
共 50 条
  • [41] Seismic performance of precast reinforced concrete buildings with dowel pin connections
    Clementi, F.
    Scalbi, A.
    Lenci, S.
    JOURNAL OF BUILDING ENGINEERING, 2016, 7 : 224 - 238
  • [42] A COMPUTATIONAL TOOL FOR EVALUATION OF SEISMIC PERFORMANCE OF REINFORCED-CONCRETE BUILDINGS
    KUNNATH, SK
    REINHORN, AM
    ABEL, JF
    COMPUTERS & STRUCTURES, 1991, 41 (01) : 157 - 173
  • [43] Assessing the Seismic Performance of Existing Reinforced Concrete Buildings in New Zealand
    Tuleasca, Lusa
    Loo, Wei
    PROCEEDINGS OF THE 7TH INTERNATIONAL CONFERENCE ON CONCRETE REPAIR, REHABILITATION AND RETROFITTING, ICCRRR 2024, 2025, 59 : 109 - 117
  • [44] Effect of Partition Weight on the Seismic Performance of Reinforced Concrete Frame Buildings
    Arroyo, Orlando
    Colombo, Jose
    4TH WORLD MULTIDISCIPLINARY CIVIL ENGINEERING-ARCHITECTURE-URBAN PLANNING SYMPOSIUM - WMCAUS, 2019, 603
  • [45] Evaluation of Seismic Performance of Reinforced Concrete Frame Buildings with Retrofitted Columns
    Harrington, Cody C.
    Liel, Abbie B.
    JOURNAL OF STRUCTURAL ENGINEERING, 2020, 146 (11)
  • [46] Seismic Performance Evaluation of Asymmetric Reinforced Concrete Tunnel Form Buildings
    Aval, Seyed Bahram Beheshti
    Asayesh, Mohammad Javad
    STRUCTURES, 2017, 10 : 157 - 169
  • [47] Performance-based seismic rehabilitation of damaged reinforced concrete buildings
    Sucuoglu, H
    Gür, T
    Günay, MS
    JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 2004, 130 (10): : 1475 - 1486
  • [48] Performance of Reinforced Concrete Buildings During the 2002 Molise, Italy, Earthquake
    Decanini, Luis D.
    De Sortis, Adriano
    Goretti, Agostino
    Liberatore, Laura
    Mollaioli, Fabrizio
    Bazzurro, Paolo
    EARTHQUAKE SPECTRA, 2004, 20 : S221 - S255
  • [49] Seismic performance assessment of reinforced concrete hilly buildings with open story
    Aggarwal, Yati
    Saha, Sandip Kumar
    STRUCTURES, 2021, 34 : 224 - 238
  • [50] Seismic performance of reinforced concrete shear wall buildings with underground stories
    Saad, George
    Najjar, Shadi
    Saddik, Freddy
    EARTHQUAKES AND STRUCTURES, 2016, 10 (04) : 965 - 988