Nested Buildings: An Innovative Strategy for the Integrated Seismic and Energy Retrofit of Existing Masonry Buildings with CLT Panels

被引:32
|
作者
Valluzzi, Maria Rosa [1 ]
Saler, Elisa [2 ]
Vignato, Alberto [3 ]
Salvalaggio, Matteo [1 ]
Croatto, Giorgio [3 ]
Dorigatti, Giorgia [3 ]
Turrini, Umberto [3 ]
机构
[1] Univ Padua, Dept Cultural Heritage, I-35139 Padua, Italy
[2] Univ Padua, Dept Geosci, I-35131 Padua, Italy
[3] Univ Padua, Dept Civil Environm & Architectural Engn, I-35131 Padua, Italy
关键词
nested buildings; seismic retrofit; energy efficiency; integrated intervention; built heritage; masonry buildings; CLT panels; timber; BEHAVIOR; PERFORMANCE; CONNECTIONS; HUMIDITY; WALLS;
D O I
10.3390/su13031188
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
The Italian building heritage is aged and inadequate to the high-performance levels required nowadays in terms of energy efficiency and seismic response. Innovative techniques are generating a strong interest, especially in terms of multi-level approaches and solution optimizations. Among these, Nested Buildings, an integrated intervention approach which preserves the external existing structure and provides a new structural system inside, aim at improving both energy and structural performances. The research presented hereinafter focuses on the strengthening of unreinforced masonry (URM) buildings with cross-laminated timber (CLT) panels, thanks to their lightweight, high stiffness, and good hygrothermal characteristics. The improvement of the hygrothermal performance was investigated through a 2D-model analyzed in the dynamic regime, which showed a general decreasing in the overall thermal transmittance for the retrofitted configurations. Then, to evaluate the seismic behavior of the coupled system, a parametric linear static analysis was implemented for both in-plane and out-of-plane directions, considering various masonry types and connector spacings. Results showed the efficiency of the intervention to improve the in-plane response of walls, thus validating possible applications to existing URM buildings, where local overturning mechanisms are prevented by either sufficient construction details or specific solutions.
引用
收藏
页码:1 / 19
页数:19
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