英文摘要
|
Irregular structural layout due to the change of plan and elevation shape is usually considered a negative factor to the material usage of the structure. Therefore, the current green building evaluation manual in Taiwan also discourages the design of irregular building shapes. This research was aimed to investigate the actual effect of varying structural layout on the material usage and carbon emission. Computer structural models were established for hypothetical low-rise RC buildings. Experimental models were developed with four types of variation, including: discontinuous beams, oblique beams, deviate beams, and cantilever. Structural member sections of the models were designed in accordance with the present structural design procedure in Taiwan. Concrete and steel usage and the corresponding CO_2 emission were then calculated. The results showed that when there were incomplete frames due to discontinuous beams in the structural layout, the material usage and CO_2 emission significantly increased. Oblique beams and deviate beams did not obviously affect the structural behavior and the material usage. A reduction of CO_2 emission per unit floor area was found in the models with cantilevers because the increase in material usage was not proportional to the increase in floor area. These results suggested that the continuity of structural members is a more essential factor than the geometric regularity of structural layout for the design of economic structures. The smart use of cantilevers might be an efficient strategy to reduce the carbon emission and achieve the design variety simultaneously.
|
参考文献
|
-
杜怡萱、黃誠中(2016)。RC 建築結構體建材用量與碳排放量之影響因子研究。建築學報,95,59-73。
連結:
-
Cole, R. J.(1999).Energy and greenhouse gas emissions associated with the construction of alternative structural systems.Building and Environment,34,335-348.
-
Miller, D.,Doh, J. H.(2015).Incorporating sustainable development principles into building design: a review from a structural perspective including case study.The Structural Design of Tall and Special Buildings,24,421-439.
-
Paya-Zaforteza, I.,Yepes, V.,Hospitaler, A.,González-Vidosa, F.(2009).CO2-optimization of reinforced concrete frames by simulated annealing.Engineering Structures,31,1501-1508.
-
SE 委員會(2006)。新構造計算の実務。東京=Tokyo, Japan:株式?社建築技術=Kenchikugijutsu, Inc.。
-
Treloar, G. F.,Fay, R.,Ilozor, B.,Love, P. E. D.(2001).An analysis of the embodied energy of office buildings by height.Facilities,19(5/6),204-214.
-
內政部建築研究所、林憲德編、林子平編、蔡耀賢編(2015)。綠建築評估手冊–基本型。台北=Taipei City, Taiwan:內政部建築研究所=Architecture and Building Research Institute。
-
內政部營建署(2011)。建築物耐震設計規範及解說。台北:內政部營建署。CPAMI (2011). Regulations for Seismic Building Design. Taipei, Taiwan: Construction and Planning Agency, Ministry of the Interior.
-
王坦(2008)。新竹市=Hsinchu,中華大學土木與工程資訊學系=Department of Civil Engineering, Chung Hua University, Hsinchu.。
-
吳卓夫、詹添全(1986)。結構系統規畫。台北=Taipei, Taiwan:崇德書局=Chong-De Publishing。
-
吳蓓倫(2016)。台南市=Tainan,國立成功大學建築系=Department of Architecture, National Cheng Kung University。
-
李雅琪(2014)。台南市=Tainan,國立成功大學建築系=Department of Architecture, National Cheng Kung University。
-
林士豪(2011)。台南市=Tainan,國立成功大學建築系=Department of Architecture, National Cheng Kung University。
-
林憲德(2018)。建築產業碳足跡。台北=Taipei, Taiwan:詹氏書局=Chan's Arch-Publishing。
-
林憲德(2014)。建築碳足跡。台北=Taipei, Taiwan:詹氏書局=Chan's Arch-Publishing。
-
邱佳淳(2012)。桃園市=Taoyuan,國立中央大學營建管理研究所=Graduate Institute of Construction Engineering and Management, National Central University。
-
翁以欣(2015)。台南市=Tainan,國立成功大學建築系=Department of Architecture, National Cheng Kung University。
-
張又升(2002)。台南市=Tainan,國立成功大學建築系=Department of Architecture, National Cheng Kung University。
-
陳純森(2002)。建築結構設計。台北=Taipei, Taiwan:科技圖書=Techbook Publishing。
-
黃振祥(2015)。台南市=Tainan,國立成功大學建築系=Department of Architecture, National Cheng Kung University。
-
黃誠中(2016)。台南市=Tainan,國立成功大學建築系=Department of Architecture, National Cheng Kung University。
-
賴晟偉(2010)。台北市=Taipei,國立台北科技大學建築與都市設計研究所=Department of Architecture, National Taipei University of Technology。
|