STRATEGY STUDIES ON INDUSTRIAL HERITAGE CONSERVATION AND REGENERATION OF SHANXI JINHUA TEXTILE MILL

Feng Meiyu; Wang Xiujing

doi:10.13204/j.gyjz201012030

Volume 40 Issue 12

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2010 > 40(12): 118-122

CHEN Tao, JIN Chenhua, ZHANG Ke, DIAO Zhiwei, WU Chang, MENG Shaoping. Calculation of Effective Axial Stiffness of Cracked Reinforced Concrete Tension-Flexure Members Under Temperature Reduction[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(6): 100-104,74. doi: 10.13204/j.gyjzG21120701

Citation:

Feng Meiyu, Wang Xiujing. STRATEGY STUDIES ON INDUSTRIAL HERITAGE CONSERVATION AND REGENERATION OF SHANXI JINHUA TEXTILE MILL[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(12): 118-122. doi: 10.13204/j.gyjz201012030

Citation:

PDF( 0 KB)

STRATEGY STUDIES ON INDUSTRIAL HERITAGE CONSERVATION AND REGENERATION OF SHANXI JINHUA TEXTILE MILL

doi: 10.13204/j.gyjz201012030

1.
Shanxi Architectural College,Taiyuan 030006,China

Received Date: 2010-06-25
Publish Date: 2010-12-20

Abstract

Abstract

Industrial heritage conservation and regeneration is a pressing subject in the rapid development of urbanization.At the macroscopic level,the paper analyzes the present situation and value factors in Shanxi Jinhua Textile Mill,puts forward the methods and strategies on its conservation and regeneration,i.e.Shanxi Modern National Industrial Museum is to be built at the same address,so as to give its full play to guide and promote its industrial heritage conservation and regeneration.
- industrial heritage,
- conservation and regeneration,
- strategy studies

FullText(HTML)

References(3)

References

俞孔坚,方琬丽.中国工业遗产初探[J].建筑学报,2006(8）:12-15.

[2] 刘伯英,李匡.首钢工业区工业遗产资源保护与再利用研究[J].建筑创作,2006(9): 36-51.

[3] 曹昌智.大同历史文化名城保护与发展战略规划研究[M].北京:中国建筑工业出版社,2008.

Relative Articles

[1]	ZHAO Rui, LIU Qing, WANG Haihua, MA Guojie. Selection Methods of Temperature Action Values and Most Disadvantageous Working Condition of Grid Structures[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(10): 88-93. doi: 10.13204/j.gyjzG21081001
[2]	LI Qiang, ZHOU Ting, CHEN Zhihua, LIU Haonan. INFLUENCE OF NON-LOAD ACTION ON SUPER HIGH RISE BUILDINGS CONCRETE-FILLED SQUARE STEEL TUBE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(12): 150-159. doi: 10.13204/j.gyjzG19120105
[3]	Li Qinshan, Wang Tiecheng, Zhao Hailong, Wang Wenxing. THE ANALYSIS AND COMPARISON OF MECHANICAL PERFORMANCE OF TWO KINDS OF SILO HORIZONTAL SUPPORTING STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(4): 143-146. doi: 10.13204/j.gyjz201504027
[4]	Lei Bing, Song Yupu. FATIGUE PERFORMANCE SIMULATION OF PARTIALLY PRESTRESSED CONCRETE BEAMS BASED ON ANSYS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(9): 71-76,143. doi: 10.13204/j.gyjz201309013
[5]	Li Kaiwen. SCHEME COMPARISON AND SELECTION OF BONDING STEEL AND CFRP CONCRETE FRAME JOINT CONTINUED PROJECTS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(3): 147-153,163. doi: 10.13204/j.gyjz201203031
[6]	Chen Chanhong, Huang Ying, Shan Jian. THE FINITE ELEMENT MODEL STUDY ON THE PRE- TWISTED EULER BEAM[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(5): 94-97. doi: 10.13204/j.gyjz2011205017
[7]	Chen Changhong, Huang Ying, Shan Jian. THE PRE- TWISTED THIN- WALLED BEAM ELEMENT STIFFNESS MATRIX CONSIDERING THE SAINT- VENANT WARPING DEFORMATION[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(4): 60-64. doi: 10.13204/j.gyjz201204013
[8]	Zhang Hongmei, Liu Wei. EXPERIMENTAL STUDY ON FLEXURAL BEHAVIOR OF CHANNEL-MASONRY COMPOSITE BEAMS FOR FAST RECONSTRUCTION OF LARGE SPACE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(5): 80-83. doi: 10.13204/j.gyjz201105018
[9]	Li Ke, Chen Guoping, Tang Lan. ANALYSIS OF SEISMIC BEHAVIORS OF THE MASONRY-CONCRETE TUBE COMPOSITE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(4): 34-37. doi: 10.13204/j.gyjz201104008
[10]	Wang Quanfeng, Li Fei, Chen Haojun, Huang Yihui, Yang Yongxin, Xu Yuye. EXPERIMENTAL STUDY ON FLEXURAL BEHAVIOUR OF TIMBER BEAMS REINFORCED WITH BFRP SHEETS[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(4): 126-130. doi: 10.13204/j.gyjz201004027
[11]	Xiao Qi, Zhu He. RANDOM VIBRATION ANALYSIS OF DYNAMIC CHARACTERISTICS OF TALL BUILDING STRUCTURE BASED ON POWER SPECTRAL DENSITY OF WIND PRESSURE METHOD[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(9): 71-73. doi: 10.13204/j.gyjz200909014
[12]	Huang Silin, Liang Xingwen, Yang Kejia. SIMULATION ANALYSIS ON BASIC BEHAVIOR OF HIGH?STRENGTH CONCRETE SHEAR WALL[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(3): 38-41,71. doi: 10.13204/j.gyjz200703011
[13]	Li Zhenyu, Chen Zhihua, Rong Bin, Liu Xiliang. RESEARCH ON CRISSCROSS COMBINED COLUMN OF CONCRETE-FILLED SQUARE TUBES[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(8): 31-35,50. doi: 10.13204/j.gyjz200708009
[14]	Zhang Jianrong, Liu Zhaoqiu, Hua Yijie. RESEARCH ON TEMPERATURE EFFECT COMBINATION IN THE DESIGN OF CONCRETE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(1): 42-46,11. doi: 10.13204/j.gyjz200701012
[15]	Huang Yi, Wang Yuanqing, Chen Hong, Shi Yongjiu. ANALYSIS OF ASEISMIC PROPERTIES OF LIGHT-WEIGHT STEEL MULTI-STOREY STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(12): 73-75. doi: 10.13204/j.gyjz200612020
[16]	Xie Xiao-dong, Yang Na, Yang Qing-shan. PARAMETER ANALYSIS OF STEEL REDUCED WEB CONNECTION[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(5): 79-82,94. doi: 10.13204/j.gyjz200605021
[17]	Geng Ou, Yuan Guanglin. TURY ON THE STRESS-STRAIN RELATIONSHIP OF CARBONATION CONCRETE AND THE FLEXURAL PERFORMANCE OF THE CARBONIZED REINFORCED CONCRETE BEAM[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(1): 44-46. doi: 10.13204/j.gyjz2006010114
[18]	Zheng Yong-qian, Yang You-fu, Han Lin-hai. ANALYSIS OF THE THERMAL FIELD OF STEEL-CONCRETE COMPOSITE COLUMNS USING ANSYS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(8): 74-77. doi: 10.13204/j.gyjz200608023
[19]	Su Guozhu, Wang Yonghuan, Xu Haixiang, Xu Qing. STRUCTURAL OPTIMUM DESIGN OF ALLOTYPE HIGH TOWER[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(2): 57-59,68. doi: 10.13204/j.gyjz200502016
[20]	Li Zhilei, Gan Gang, Tang Jinchun. RESEARCH ON INTERNAL FORCE AND SPATIAL DEFORMATION OF AN OVERLONG FRAME STRUCTURE UNDER TEMPERATURE EFFECT[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(4): 36-39. doi: 10.13204/j.gyjz200404011