Comprehensive investigation of embodied carbon emissions, costs, design parameters, and serviceability in optimum green construction of two-way slabs in buildings

被引:24
|
作者
Oh, Byung Kwan [1 ,2 ]
Glisic, Branko [1 ]
Lee, Seol Ho [2 ,3 ]
Cho, Tongjun [2 ]
Park, Hyo Seon [2 ,3 ]
机构
[1] Princeton Univ, Dept Civil & Environm Engn, Princeton, NJ 08544 USA
[2] Yonsei Univ, Ctr Struct Hlth Care Technol Bldg, Seoul 120749, South Korea
[3] Yonsei Univ, Dept Architectural Engn, Seoul 120749, South Korea
基金
新加坡国家研究基金会;
关键词
Embodied carbon emissions; Sustainable slab design; Green construction; Optimal design; Human-induced vibration in building; CO2; EMISSION; ENVIRONMENTAL IMPACTS; HUMAN PERCEPTION; MODEL; OPTIMIZATION; ENERGY; SYSTEM;
D O I
10.1016/j.jclepro.2019.03.003
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
This paper presents an optimum design model for the green construction of reinforced concrete two-way slabs in buildings. The model was applied to various design cases of two-way slabs in residential, office, and commercial buildings to derive designs that minimize environmental impact. The sustainability and economic feasibility of the derived designs were extensively compared with those of the conventional design method in relation to the material composition of concrete and steel in slabs, design parameters, and dominant design factors. As compared to the conventional design method, the optimum sustainable design method achieved average CO2 emission reductions of 4.94%, 11.40%, and 19.96% for residential, office, and commercial buildings, respectively, for all design cases considered in this study. Moreover, a multi-objective optimum design method that could simultaneously minimize embodied carbon emissions, cost, and vibration responses was created to consider the serviceability for vibrations induced by human activity in buildings. The design method was applied for the design cases of slabs in residential and office buildings, which are sensitive to human-induced vibrations. A design with increased concrete strength was derived to satisfy vibration criteria in the case of a residential building. This resulted in an increase of 8.89% in embodied carbon emissions compared with the conventional design method. On the contrary, in the case of an office building, the derived design showed a reduction of 15.79% in embodied carbon emissions while satisfying vibration criteria. (C) 2019 Elsevier Ltd. All rights reserved.
引用
收藏
页码:111 / 128
页数:18
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