DISCUSSION ON CONVERSION RELATION OF WIND LOAD BETWEEN CHINESE AND AMERICAN STANDARDS

Li Feng; Wei Lijin; Li Chao

doi:10.13204/j.gyjz200909025

Volume 39 Issue 9

Dec. 2014

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Abstract

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2009 > 39(9): 114-116

Li Feng, Wei Lijin, Li Chao. DISCUSSION ON CONVERSION RELATION OF WIND LOAD BETWEEN CHINESE AND AMERICAN STANDARDS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(9): 114-116. doi: 10.13204/j.gyjz200909025

Citation:

Li Feng, Wei Lijin, Li Chao. DISCUSSION ON CONVERSION RELATION OF WIND LOAD BETWEEN CHINESE AND AMERICAN STANDARDS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(9): 114-116. doi: 10.13204/j.gyjz200909025

Li Feng, Wei Lijin, Li Chao. DISCUSSION ON CONVERSION RELATION OF WIND LOAD BETWEEN CHINESE AND AMERICAN STANDARDS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(9): 114-116. doi: 10.13204/j.gyjz200909025

Citation:

Li Feng, Wei Lijin, Li Chao. DISCUSSION ON CONVERSION RELATION OF WIND LOAD BETWEEN CHINESE AND AMERICAN STANDARDS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(9): 114-116. doi: 10.13204/j.gyjz200909025

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DISCUSSION ON CONVERSION RELATION OF WIND LOAD BETWEEN CHINESE AND AMERICAN STANDARDS

doi: 10.13204/j.gyjz200909025

1.
1. Xi’an University of Architecture and Technology,Xi’an 710055,China;
2.
2. China Nonferrous Engineering Design and Research Institute,Beijing 100038,China;
3.
3. China Metallurgical Real Estate Co. Ltd,beijing 100061,China

Received Date: 2009-04-13
Publish Date: 2009-09-20

Abstract

Abstract

According to the actual uses of projects,it is described the difference in the calculation of wind speed and basic wind pressure as well as conversion methods between the Chinese GB 500092001 Construction Structure Load Standard and the American ASCE 705 Minimum Design Loads for Buildings and Other Structures.
- wind speed,
- basic wind pressure,
- average time interval,
- standard height