Codeofchina.com is in charge of this English translation. In case of any doubt about the English translation, the Chinese original shall be considered authoritative.
This specification is developed by Fujian Construction Engineering Construction Drawing Examination Center in conjunction with relevant units according to the requirements of the Notice of Fujian Provincial Department of Housing and Urban-Rural Development on Issuing the Second Batch of Construction Science and Technology Plans in 2010 [MINJIANKEHAN (2010) No.173] of Fujian Provincial Department of Housing and Urban-Rural Development. This specification was developed by the drafting group through carefully summarizing practical experience, collecting wind speed data in various regions of Fujian Province, calculating wind pressure with different return periods using statistical analysis method and considering the influence of various factors on the basis of widely soliciting for opinions.
The main technical contents of this specification are as follows: 1. General provisions; 2. Terms; 3. Basic requirement; 4. Wind pressure value of every city and county in Fujian Province; 5. Wind pressure distribution in Fujian Province.
Fujian Provincial Department of Housing and Urban-Rural Development is in charge of the administration of this specification, Fujian Construction Engineering Construction Drawing Examination Center is responsible for the explanation of specific technical contents. During the process of implementing this specification, you are kindly requested to send your opinions and advice (if any) to Fujian Provincial Department of Housing and Urban-Rural Development (Address: No.242, Beida Road, Fuzhou, 350001, China) or to the Management Team of Specification for wind pressure of building structure in Fujian of Fujian Construction Engineering Construction Drawing Examination Center (Address: No.242 Beida Road, Fuzhou, 350001, China; E-mail: zwj60@sina.cn).
Contents
Foreword i
1 General provisions 1
2 Terms 2
3 Basic requirement 3
4 Wind pressure value of every city and county in Fujian Province 4
5 Wind pressure distribution in Fujian Province 7
Explanation of wording in this specification 8
List of quoted standards 9
Specification for wind pressure of building structure in Fujian
1 General provisions
1.0.1 This specification is formulated with a view to standardizing the design wind pressure value of building structure in Fujian Province and implementing the national technical and economic policies, thus achieving safety, applicability, economic rationality, guaranteed quality and advanced technology.
1.0.2 This specification is applicable to the design wind pressure value of building structure in Fujian Province.
1.0.3 The design reference period adopted in this specification is 50 years.
1.0.4 In addition to this specification, the design wind pressure value of building structure in Fujian Province shall also comply with the current relevant national standards.
2 Terms
2.0.1 reference wind pressure
reference pressure of wind load, which is generally determined using the equation in GB 50009 Load code for the design of building structures by the maximum wind speed once every 50 years obtained through probability statistics of the observed data of the average wind speed within 10min at a height of 10m above the local open flat ground, in consideration of the corresponding air density
Foreword i 1 General provisions 2 Terms 3 Basic requirement 4 Wind pressure value of every city and county in Fujian Province 5 Wind pressure distribution in Fujian Province Explanation of wording in this specification List of quoted standards
Foreword
Codeofchina.com is in charge of this English translation. In case of any doubt about the English translation, the Chinese original shall be considered authoritative.
This specification is developed by Fujian Construction Engineering Construction Drawing Examination Center in conjunction with relevant units according to the requirements of the Notice of Fujian Provincial Department of Housing and Urban-Rural Development on Issuing the Second Batch of Construction Science and Technology Plans in 2010 [MINJIANKEHAN (2010) No.173] of Fujian Provincial Department of Housing and Urban-Rural Development. This specification was developed by the drafting group through carefully summarizing practical experience, collecting wind speed data in various regions of Fujian Province, calculating wind pressure with different return periods using statistical analysis method and considering the influence of various factors on the basis of widely soliciting for opinions.
The main technical contents of this specification are as follows: 1. General provisions; 2. Terms; 3. Basic requirement; 4. Wind pressure value of every city and county in Fujian Province; 5. Wind pressure distribution in Fujian Province.
Fujian Provincial Department of Housing and Urban-Rural Development is in charge of the administration of this specification, Fujian Construction Engineering Construction Drawing Examination Center is responsible for the explanation of specific technical contents. During the process of implementing this specification, you are kindly requested to send your opinions and advice (if any) to Fujian Provincial Department of Housing and Urban-Rural Development (Address: No.242, Beida Road, Fuzhou, 350001, China) or to the Management Team of Specification for wind pressure of building structure in Fujian of Fujian Construction Engineering Construction Drawing Examination Center (Address: No.242 Beida Road, Fuzhou, 350001, China; E-mail: zwj60@sina.cn).
Contents
Foreword i
1 General provisions 1
2 Terms 2
3 Basic requirement 3
4 Wind pressure value of every city and county in Fujian Province 4
5 Wind pressure distribution in Fujian Province 7
Explanation of wording in this specification 8
List of quoted standards 9
Specification for wind pressure of building structure in Fujian
1 General provisions
1.0.1 This specification is formulated with a view to standardizing the design wind pressure value of building structure in Fujian Province and implementing the national technical and economic policies, thus achieving safety, applicability, economic rationality, guaranteed quality and advanced technology.
1.0.2 This specification is applicable to the design wind pressure value of building structure in Fujian Province.
1.0.3 The design reference period adopted in this specification is 50 years.
1.0.4 In addition to this specification, the design wind pressure value of building structure in Fujian Province shall also comply with the current relevant national standards.
2 Terms
2.0.1 reference wind pressure
reference pressure of wind load, which is generally determined using the equation in GB 50009 Load code for the design of building structures by the maximum wind speed once every 50 years obtained through probability statistics of the observed data of the average wind speed within 10min at a height of 10m above the local open flat ground, in consideration of the corresponding air density
Contents of DBJ/T13-141-2011
Foreword i
1 General provisions
2 Terms
3 Basic requirement
4 Wind pressure value of every city and county in Fujian Province
5 Wind pressure distribution in Fujian Province
Explanation of wording in this specification
List of quoted standards
