Quantitative Analysis of Color Characteristics of the Buildings in the Streets and Alleys of Huizhou Based on Visual Perception:A Case Study of Hongcun

WANG Decai; DING Na; LI Yongjie; MIAO Junjie

doi:10.3724/j.gyjzG24101702

Volume 55 Issue 2

Feb. 2025

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2025 > 55(2): 82-91

ZHOU Qiaoling, ZHAO Shixing, ZHONG Ziqin, ZHANG Ming, CHEN Shuwei, YANG Shuheng. Experimental Research on the Seismic Performance of Bamboo Scrimber Beam-Column Joints[J]. INDUSTRIAL CONSTRUCTION, 2025, 55(2): 44-51. doi: 10.3724/j.gyjzG24102205

Citation:

WANG Decai, DING Na, LI Yongjie, MIAO Junjie. Quantitative Analysis of Color Characteristics of the Buildings in the Streets and Alleys of Huizhou Based on Visual Perception:A Case Study of Hongcun[J]. INDUSTRIAL CONSTRUCTION, 2025, 55(2): 82-91. doi: 10.3724/j.gyjzG24101702

Citation:

PDF( 21345 KB)

Quantitative Analysis of Color Characteristics of the Buildings in the Streets and Alleys of Huizhou Based on Visual Perception:A Case Study of Hongcun

doi: 10.3724/j.gyjzG24101702

College of Architecture & Art Hefei University of Technology, Hefei 230009, China

Received Date: 2024-10-17
Available Online: 2025-04-02

Abstract

Abstract

Exploring the color characteristics of spatial buildings in the streets and alleys of Huizhou, aiming to quantify subjective color experiences and transform them into objective data for the precise analysis of their unique color composition and distribution patterns.Taking the streets and alleys of Hongcun, Huizhou, as a case study, the research analyzed the color values and spatial distribution characteristics of building facades under static visual perception through color histograms and channel visualization. Under dynamic visual perception, the study examined the changes in color attributes of continuous facades and introduced the concepts of color chroma and color similarity to explore the color characteristics in dynamic perception. The results showed that: 1) In static perception, Huizhou street and alley buildings predominantly featured warm tones and low chroma, with brightness distribution enhancing the color hierarchy. 2) The hue was mainly distributed within the range of 0°-60°, the chroma within the range of 0-33, both presenting continuous distribution; the brightness showed continuity across all intervals, with the medium brightness range being the most prominent, followed by high brightness, and then low brightness. 3) Most facade color harmony values remained stable within the range of 0.6-0.9, indicating a high level of harmony, though the harmony between adjacent facades fluctuate more randomly. Color similarity primarily concentrated within the range of 0.7-0.9, exhibiting stable fluctuations. Based on these quantitative results, the study proposed a color control strategy for Huizhou architecture, providing scientific evidence for the protection of traditional architecture and modern design.
- visual perception,
- Huizhou architecture,
- color characteristics,
- quantification,
- control strategies

FullText(HTML)

References(21)

References

[1]	ST-JEAN P, CLARK O G, JEMTRUD M. A review of the effects of architectural stimuli on human psychology and physiology[J].Building and Environment, 2022,219,109182.
[2]	蒋中午.徽州传统民居建筑色彩分析[J].石家庄铁路职业技术学院学报,2009,8(3):97-99.
[3]	宋建明.中国古代建筑色彩探微:在绚丽与质朴营造中的传统建筑色彩[J].新美术,2013,34(4):41-54.
[4]	赵飞.徽派建筑的色彩研究及其对于现代设计的意义[J].科教文汇(上旬刊),2010(4):160-161.
[5]	刘仁义,张靖华.传统徽州民居的色彩[J].工业建筑,2010,40(4):147-150.
[6]	LUO Y, HE J, LONG Y, et al. The relationship between the color landscape characteristics of autumn plant communities and public aesthetics in urban parks in Changsha, China[J]. Sustainability, 2023, 15(4), 15043119.
[7]	李永婕,闫秋月.基于视觉显著性的地域色彩提取及设计应用[J].包装工程,2021,42(16):219-225 ,230.
[8]	胡昱,杨承慧,钱德雪,等.城市公园植物秋季色彩特征的量化研究:以苏州市工业园区为例[J].西北林学院学报,2022,37(4):266-272.
[9]	刘毅娟,刘晓明,袁琨.苏州古典园林色彩元素的采集与数据化分析[J].中国园林,2016,32(6):46-51.
[10]	王德才,缪俊杰.徽州宏村建筑色彩秩序特征研究:以月沼区域为例[J].南方建筑,2023(6):76-85.
[11]	CHENG G, LI Z, CHENG Z, et al. Similarity and stability: a study on the color features of regional built spaces-taking Chinese Hui-style architecture as an example[J]. Journal of Asian Architecture and Building Engineering, 2024(1): 1-29.
[12]	刘毅娟,刘晓明,袁琨.苏州古典园林色彩元素的采集与数据化分析[J].中国园林,2016,32(6):46-51.
[13]	YAN L, LI Q, ZHANG Y, et al. Computer vision quantization research on the architectural color of Avenida de Almeida Ribeiro in Macau based on the human eye perspective[J]. Frontiers in Computational Neuroscience, 2022, 16, 951718.
[14]	谭明. 景园色彩构成量化研究[D].南京:东南大学,2018.
[15]	顾明,郑林涛,尤政.基于颜色空间转换的交通图像增强算法[J].仪器仪表学报,2015,36(8):1901-1907.
[16]	MURRAY H D.Colour in theory and practice[M]. London:Proc.Phys.Soc,1952:35-78.
[17]	BIRKHOFF G D.Aesthetic measure[M].USA:Havard University Press,1933:49-66.
[18]	刘蕴忠,杨瑞.基于孟-斯宾瑟色彩调和原理下的配色技术[J].河北工业科技,2012,29(2):105-107 ,122.
[19]	施吓霞,朱里莹,闫晨,等.基于M-S理论的传统商业街道色彩和谐度评价研究:以福州市三坊七巷南后街为例[J].山东农业大学学报(自然科学版),2020,51(1):140-146.
[20]	米兰·桑卡,瓦茨拉夫,罗杰·博伊尔. 2003图像处理、分析与机器视觉[M]. 艾海舟,武勃, 译.北京:清华大学出版社,2003: 21-127.
[21]	加里·布拉德斯基, 阿德里安·凯布勒.学习Open CV[M].于仕琪, 刘瑞祯, 译.北京: 清华大学出版社, 2009:155-279.

Relative Articles

[1]	LYU Henglin, JING Yanrui, MOU Xingyu, ZHANG Chen. Research on Seismic Performance of Beam-Column Joints with Reinforced Webs Connected with Fully Bolted Double-Angle Steel[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(7): 138-146. doi: 10.3724/j.gyjzG21110115
[2]	HU Ziming, GUO Lei, WANG Jingfeng, LIAO Feiyu. A Design Method for One-Side Bolted Connection Joints of Prefabricated Concrete-Encased CFST Composite Column and the Analysis of Seismic Performance of CECFST Frames[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(11): 136-143. doi: 10.3724/j.gyjzG23103111
[3]	WU Junlin, YANG Hui, GUO Zhengxing. Numerical Analysis of Seismic Performance of Local Post-Tensioned Prestressed Assembled Concrete Frame Beam-Column Joints[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(3): 29-34,28. doi: 10.13204/j.gyjzG22081301
[4]	YANG Xiaohua, ZHANG Qian, WU Senkun, FENG Jian, CAI Jianguo. Seismic Performance Analysis of Beam-Column Connections of Prefabricated Fiber Modified Concrete Frames[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(4): 102-107,147. doi: 10.13204/j.gyjzG20122208
[5]	YE Chongyang, WANG Xinwu, SHI Qiang, SUN Haisu. Influence of the Connection Structure of Energy Dissipating Beam Section on the Seismic Performance of Eccentrically Braced Steel Frame[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(8): 58-64,205. doi: 10.13204/j.gyjzG21020703
[6]	YANG Zhao, LING Zhihan, YE Jiaolong, LIU Kun, YANG Quan, ZHOU Xin. EXPERIMENTAL STUDY ON ASEISMIC PROPERTIES OF EARTHQUAKE-DAMAGED JOINTS FOR ASSEMBLED MONOLITHIC CONCRETE FRAMES STRENGTHENED WITH CARBON FIBER SHEETS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(7): 185-193. doi: 10.13204/j.gyjzG19121615
[7]	GAO Peinan, DENG Yang, LI Aiqun, LU Fengyong. REVIEW ON SEISMIC PERFORMANCE OF CONNECTION JOINTS OF PREFABRICATED CONCRETE FRAME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(2): 171-185,152. doi: 10.13204/j.gyjzG20040805
[8]	MEN Yiang, WANG Xinwu, YU Yongqiang, SHI Qiang. RESEARCH ON SEISMIC BEHAVIOR OF BEAM-COLUMN JOINTS OF PREFABRICATED STEEL FRAME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(3): 156-159,135. doi: 10.13204/j.gyjz202003027
[9]	Gao Danying, Zhang Junwei. EXPERIMENTAL INVESTIGATION ON SEISMIC BEHAVIOR OF STEEL FIBER REINFORCED HIGH- STRENGTH CONCRETE FRAME EXTERIOR JOINTS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(5): 84-89,28. doi: 10.13204/j.gyjz2011205015
[10]	Wang Quanfeng, Fa Guanzhe, Chen Haojun, Huang Yihui, Wang Lingyun. AN EXPERIMENTAL STUDY ON THE SEISMIC PERFORMANCE OF BFRP REINFORCED MORTISE-TENON JOINTS OF DIFFERENT CONSTRUCTION METHODS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(6): 62-66. doi: 10.13204/j.gyjz201106013
[11]	Hu Qi, Hao Jiping, Guo Hongchao, Zhou Qi, Li Yan. EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF FOUR-ANGLE COMPOSITE STEEL FRAME WITH CROSS-STIFFENED STEEL PLATE SHEAR WALLS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(5): 112-115. doi: 10.13204/j.gyjz201105025
[12]	Liu Chunyang, Li Zhenbao, Ma Hua, Han Jianqiang. EXPERIMENT STUDY ON ASEISMIC BEHAVIOR OF RC FRAME SPACE JOINTS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(6): 67-70. doi: 10.13204/j.gyjz201106014
[13]	Wu Tao, Xing Guohua, Liu Boquan, Li Hong, Huang Hua. EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF ABNORMAL INTERIOR JOINTS WITH VERTICAL HAUNCHED BEAM IN REINFORCED CONCRETE FRAME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(2): 64-68. doi: 10.13204/j.gyjz201002015
[14]	Wu Tao, Xing Guohua, Liu Boquan. ANALYSIS OF EFFECT FACTOR ON SEISMIC BEHAVIOR OF ABNORMAL INTERIOR JOINTS IN REINFORCED CONCRETE FRAME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(10): 30-34. doi: 10.13204/j.gyjz200910010
[15]	Liu Jianwei, Li Yingmin, Yang Zhihong, Xia Hongliu, Shan Liang. COMPARISON OF ASEISMIC BEHAVIOR OF TRADITIONAL AND SANDWICH SPACE RC BEAM-COLUMN JOINTS BASED ON CYCLIC LOAD TEST[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(2): 88-93. doi: 10.13204/j.gyjz200902014
[16]	Zhou Nannan, Wang Lai, Wang Guobing, Yang Ning. NONLINEAR FINITE ELEMENT ANALYSIS OF SEISMIC BEHAVIOR OF SEMI-RIGID CONNECTION STEEL FRAME[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(3): 112-115,85. doi: 10.13204/j.gyjz200903029
[17]	Chen Changhong, Ma Lewei, Shan Jian, Huang Ying, WuMinzhe. ASEISMIC PERFORMANCE EXPERIMENT ON THE SPECIAL-SHAPED COLUMN FRAME STRUCTURES JOINTS OF REINFORCED CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(2): 6-10,13. doi: 10.13204/j.gyjz200702002
[18]	Wei Zhuobin. STUDY ON THE INFLUENCE OF SCALLOP STRUCTURE ON ASEISMIC BEHAVIOR OF BEAM-COLUMN WELDING CONNECTIONS IN STEEL FRAMES[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(7): 78-81. doi: 10.13204/j.gyjz200707023
[19]	Mao Weifeng, Wu Yuntian, Xiao Yan, Anderson J.C., Nie Jianguo. EXPERIMENTAL RESEARCH ON SEISMIC BEHAVIOR OF BOLTED STEEL BEAM TO RC COLUMN CONNECTIONS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(11): 1-4. doi: 10.13204/j.gyjz200511001
[20]	Wu Tao, Liu Boquan, Bai Guoliang, Song Junshan, Sun Hongbo. EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF WARPPED STEEL CONCRETE FRAME EXTERIOR JOINTS UNDER HIGH AXIAL COMPRESSION RATIO[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(7): 64-66. doi: 10.13204/j.gyjz200407018