RECONSTRUCTION DESIGN OF ACOUSTICAL ENVIRONMENT OF INTERIOR PUBLIC SPACE

Zhang Sanming; Wu Qian

doi:10.13204/j.gyjz200602009

Volume 36 Issue 2

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2006 > 36(2): 31-33

Lai Wenhui, Pan Jinglong, Jin Xinan. COMPRESSIVE STRESS-STRAIN BEHAVIOR OF CONCRETE CONFINED BY FIBER REINFORCED POLYMER[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(10): 81-84. doi: 10.13204/j.gyjz200410024

Citation:

Zhang Sanming, Wu Qian. RECONSTRUCTION DESIGN OF ACOUSTICAL ENVIRONMENT OF INTERIOR PUBLIC SPACE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(2): 31-33. doi: 10.13204/j.gyjz200602009

Citation:

Zhang Sanming, Wu Qian. RECONSTRUCTION DESIGN OF ACOUSTICAL ENVIRONMENT OF INTERIOR PUBLIC SPACE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(2): 31-33. doi: 10.13204/j.gyjz200602009

PDF( 0 KB)

RECONSTRUCTION DESIGN OF ACOUSTICAL ENVIRONMENT OF INTERIOR PUBLIC SPACE

doi: 10.13204/j.gyjz200602009

1.
The Architecture Department of Zhejiang University Hangzhou 310058

Received Date: 2005-10-13
Publish Date: 2006-02-20

Abstract

Abstract

As human association space was enlarged increasingly, the role of interior public spaces in society has become more and more important, whose function and space organization designed tend to diversification. From the point of view of acoustics, it is analysed that status and the timbre vices appearing currently in various interior public spaces, and the corresponding objects and measures of timbre design are suggested and reinterpreted by two ex amples.
- public space,
- acoustical environment,
- design,
- practice

FullText(HTML)

References(3)

References

吴硕贤,张三明,葛坚.建筑声学设计原理.北京:中国建筑工业出版社,2000

[2] 詹姆斯考恩.建筑声学设计指南.李晋奎,燕翔,李韫玉,等,译.北京:中国建筑工业出版社,2004

[3] 项端祈.实用建筑声学.北京:中国建筑工业出版社,1992

Relative Articles

[1]	WANG Xin, HUANG Leiqun, QIN Weiheng, LIAO Haoyu, CHEN Zongping. Experimental Study on Mechanical Properties of Hybrid Fiber-Reinforced Manufactured Sand Concrete[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(7): 199-208. doi: 10.13204/j.gyjzG22052305
[2]	MAO Zhijie, HUANG Liang, WU Yue, ZENG Linghong, DENG Peng, LI Yin. Research on Mechanical Properties of FRP-Constrained Geopolymeric Recycled Concrete Mixed with Tailing Powder Under Axial Compression[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(6): 209-217. doi: 10.13204/j.gyjzG22061601
[3]	YU Feng, LI Xu, LI Dongang. A STRESS-STRAIN RELATION OF JOINTS CONNECTING CONCRETE-FILLED PVC TUBE COLUMNS WITH CORE STEEL TUBES WRAPPED WITH CFRP STRIPS AND REINFORCED CONNCRETE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(11): 178-185. doi: 10.13204/j.gyjzG21032205
[4]	HUANG, Junbo, NING, Baokuan. ANALYSIS OF FREEZE-THAW DETERIORATION AND DAMAGE CHARACTERISTICS OF EXISTING CRACKED CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(1): 142-147. doi: 10.13204/j.gyjz202001023
[5]	Jin Xiaoqun, Zhong Weifeng. PROGRESS IN THE RESEARCH ON FRP-CONCRETE-STEEL DOUBLE-SKIN TUBULAR MEMBERS[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(8): 139-144. doi: 10.13204/j.gyjz201508026
[6]	Li Gang, Yao Jian. THE STATE AND THE ART OF RESEARCH ON SEISMIC BEHAVIOR OF FRP-STRENGTHENED RC COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(2): 129-133,151. doi: 10.13204/j.gyjz201202029
[7]	Ding Yahong, Zhang Meixiang. SUMMARY ON REINFORCING METHODS FOR CONCRETE STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(2): 139-143,91. doi: 10.13204/j.gyjz201202031
[8]	He Yuanye, Liu Qing, Wang Kexin. EXPERIMENTAL STUDY ON BENDING BEHAVIOR OF FRP STRENGTHENED RC BEAMS IN XINJIANG NATURAL CONDITIONS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(3): 76-79,112. doi: 10.13204/j.gyjz201203016
[9]	Chen Wenyong, Chen Xiaobing, Ding Yi, Tang Jixiang. THE SHEAR BEHAVIOR OF CONCRETE BEAM REINFORCED WITH ECC AND FRP GRID[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(12): 118-122. doi: 10.13204/j.gyjz200912029
[10]	Liu Jun, Li Yingmei, Li Qing. EXPERIMENTAL STUDY ON INTERFACIAL SHEARING PROPERTY OF FRP REINFORCED CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(11): 79-81,96. doi: 10.13204/j.gyjz200811019
[11]	Wu Gang, Wei Yang, Wu Zhishen, Jiang Jianbiao, Hu Xianqi. COMPARATIVE STUDY ON SEISMIC PERFORMANCE OF RECTANGULAR CONCRETE COLUMNS STRENGTHENED WITH BFRP AND CFRP COMPOSITES[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(6): 14-18. doi: 10.13204/j.gyjz200706005
[12]	Yang Yong-xin, Yue Qing-rui, Guo Chun-hong, Zhao Yan, Cai Peng. EVALUATION METHOD OF DURABILITY OF FRP[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(8): 6-9. doi: 10.13204/j.gyjz200608002
[13]	Yue Qing-rui, Yang Yong-xin, Guo Chun-hong, Cai Peng, Zhao Yan. RELATIONSHIP BETWEEN ACCELERATED AND OUTDOOR EXPOSURE EXPERIMENT RESULTS OF SATURATING RESIN[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(8): 1-5. doi: 10.13204/j.gyjz200608001
[14]	Yang Yong-xin, Guo Chun-hong, Cai Peng, Zhao Yan, Yue Qing-rui. THE EFFECT OF ULTRAVIOLET LIGHT ON CFRP-CONCRETE BOND PROPERTY[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(8): 18-20. doi: 10.13204/j.gyjz200608006
[15]	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
[16]	Pan Jinglong, Hu Zhongjun, Xu Tian. STABLE BEARING CAPACITY EXPERIMENTAI STUDY OF THE AXIAL-COMPRESSION REINFORCED CONCRETE SLENDER COLUMNS CONFINED BY FIBER REINFORCED PLASTIC[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(9): 24-28. doi: 10.13204/j.gyjz200509007
[17]	Tao Zhong, Gao Xian, Yu Qing. THEORETICAL ANALYSIS OF HYSTERETIC BEHAVIOR OF FRP-CONFINED RC COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(9): 15-19. doi: 10.13204/j.gyjz200509005
[18]	Tao Zhong, Zhuang Jinping, Yu Qing. MECHANICAL BEHAVIOR OF STUB COLUMNS OF FRP-CONFINED CONCRETE-FILLED STEEL TUBES[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(9): 20-23. doi: 10.13204/j.gyjz200509006
[19]	Gao Xian, Tao Zhong, Yang Youfu, Yu Qing. HYSTERETIC BEHAVIOR OF CIRCULAR RC COLUMNS CONFINED WITH FRP JACKETS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(9): 11-14. doi: 10.13204/j.gyjz200509004
[20]	Yang Weizhong, Wang Bo. A STOCHASTIC DAMAGE CONSTITUTIONAL MODEL AND ITS APPLICATION TO UNIAXIAL TENSILE BEHAVIOR OF CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(10): 50-52,43. doi: 10.13204/j.gyjz200410015