-
Code for Seismic Design of Structures GB50191-2012 This code is a new version of Code for Seismic Design of Structures GB50191-2012, and its contents are complete. -
GB50191-2012 Code for Seismic Design of Structures This data is GB50191-2012 Code for Seismic Design of Structures, which is detailed and can be used for reference. -
Code for Seismic Design of Structures (GB50191-2012) This data is Code for Seismic Design of Structures (GB50191-2012), which is detailed and can be used for reference. -
GB50191-2012 Code for Seismic Design of Structures GB50191-2012 Code for Seismic Design of Structures -
GB 50191-2012 Code for Seismic Design of Structures This data is: Code for Seismic Design of Structures (GB 50191-2012), which is detailed and can be used for reference. -
GB 50191-1993 Code for Seismic Design of Structures This document is GB 50191-1993 Code for Seismic Design of Structures. It is detailed and practical. Welcome to download it for reference. -
SH-T_3147-2004_Seismic Design Code for Petrochemical Structures SH-T_3147-2004Code for seismic design of petrochemical structures, which can be used for reference. -
SH 3147-2014 Code for Seismic Design of Petrochemical Structures SH 3147-2014 Code for Seismic Design of Petrochemical Structures, new version. -
Comparative study of a seismic design code In this project, the seismic fortification target, seismic fortification category, site classification, response spectrum and seismic design method of the Chinese seismic code GB 50011-2010 and the Australian seismic code AS1170 4-2007 carried out a detailed comparative analysis, and pointed out the similarities and differences between the two codes, which is helpful to further understand China's seismic code GB -
Code for Seismic Design of Buildings 2008 According to the requirements of the Regulations on Post Wenchuan Earthquake Recovery and Reconstruction issued by the State Council and the No. 1 Revision of Earthquake Ground Motion Parameters of the disaster area revised by the Seismological Bureau, the fortification intensity of the disaster area has been changed accordingly, and it is proposed to add some amendments to the articles. A total of 28 to 29 articles have been changed. The contents are as follows: 1 Change of fortification intensity in disaster area, involving Sichuan, Shaanxi and Gansu -
Code for seismic design of building structures New version of Code for Seismic Design of Building Structures -
Code for Seismic Design of Buildings (latest) The latest national authoritative standard Code for Seismic Design of Buildings! Very comprehensive, detailed and practical! -
Code for Seismic Design of Buildings 2010 The latest seismic structural design code is applicable to the design of civil seismic structures. The content is detailed. Welcome to download -
Code for Seismic Design of Buildings 2010 There are 14 chapters and 12 appendices after this revision. In addition to maintaining the provisions partially revised in 2008, the main contents of the revision are: the provisions on seismic measures for fortification of 7 degrees (0.15g) and 8 degrees (0.30g) have been supplemented, and the design earthquake grouping has been adjusted according to the Seismic Ground Motion Parameter Zoning Map of China; Improved the formula of soil liquefaction; The seismic influence coefficient is adjusted -
Description of partial revision of seismic design code Description of partial revision of 2008 latest version of seismic design code -
GB50011-2001 Code for Seismic Design of Buildings GB50011-2001 Code for Seismic Design of Buildings -
Partial revision of code for seismic design of buildings Partial revision of code for seismic design of buildings -
Code for Seismic Design of Buildings (GB50011-2010) This code is formulated to implement the national laws and regulations on construction engineering, earthquake prevention and disaster reduction, and to implement the policy of putting prevention first, so that after the earthquake fortification of buildings, the earthquake damage of buildings can be reduced, casualties can be avoided, and economic losses can be reduced. -
GB50011-2010 Code for Seismic Design of Buildings GB50011-2010 Code for Seismic Design of Buildings.. Include a description of the article.. For everyone to share -
Appendix _A of Code for Seismic Design of Buildings This appendix only provides the seismic fortification intensity, the design basic seismic acceleration value and the design earthquake group used in the seismic design of building projects in the central areas of cities and towns at and above the county level in the seismic fortification areas of China. Note: In this appendix, "design earthquake groups I, II and III" are generally referred to as "group I, II and III". A. -
Code for seismic design of Chengdu area Code for seismic design of Chengdu area -
Strong Article 2010 of Code for Seismic Design of Buildings Buildings in areas with seismic fortification intensity of 6 degrees or above must be designed for earthquake resistance. The seismic fortification intensity must be determined in accordance with the documents (maps) approved and issued within the limits of authority specified by the State. -
Code for seismic design of electric power facilities The code for seismic design of electric power facilities is to implement seismic work in the engineering design of electric power facilities -
Detailed Interpretation of the Code for Seismic Design of Buildings The seismic code is one of the codes used for structural design with the highest frequency of appearance. Based on this, I will reinterpret the 2010 version of the seismic code, the key points of the new code and the differences between the old code, hoping to help the majority of netizens. -
Analysis of seismic design code for buildings in a certain place This material is an analysis of the code for seismic design of buildings in a certain place. It contains complete and detailed contents, which can be downloaded by designers for reference. -
Summary of Common Strength Bars in Seismic Design Code When selecting the construction site, a comprehensive evaluation shall be made for the seismic favorable, general, unfavorable and dangerous sections according to the engineering needs and seismic activity, engineering geology and seismic geology related data. For unfavorable sections, avoidance requirements shall be proposed; When it is impossible to avoid, effective measures shall be taken. For dangerous areas, it is strictly prohibited to build Class A and Class B buildings, and Class C buildings should not be built. -
Revision of Code for Seismic Design of Buildings This partial revision is based on the requirements of the Notice of the Ministry of Housing and Urban Rural Development on Printing and Distributing the 2014 Revision Plan of Engineering Construction Standards and Specifications (JB [2013] No. 169). The Chinese Academy of Building Sciences, together with relevant design, survey, research and teaching units, has made partial revisions to the Code for Seismic Design of Buildings (GB 50011-2010) -
Code for Seismic Design of Buildings GB50011-2001 This document is the Code for Seismic Design of Buildings GB50011-2001, which is detailed and clear, and has high reference value. It can be downloaded for reference. -
GB50069-2002 Code for Design of Structures of Water Supply and Drainage Engineering This data is GB50069-2002 Code for Design of Structures of Water Supply and Sewerage Engineering, which is detailed and can be used for reference. -
Code for seismic design of hydraulic structures and reliability design At present, there are different opinions among water conservancy and hydropower departments on adopting the traditional safety factor method or reliability design method. This has brought some confusion and inconvenience to designers. This paper summarizes the development trend of hydraulic structures towards reliability design method and the problems in the application of hydraulic structures that still rely on engineering experience to a considerable extent. -
Code for Seismic Design of Buildings - Clause description Code for Seismic Design of Buildings - Clause description -
Q&A of Code for Seismic Design of Buildings GB50011-2001 Q&A of Code for Seismic Design of Buildings GB50011-2001 -
Some Application Problems of the Code for Seismic Design of Buildings It's Mr. Dai's handout, and I've converted it to pdf version. -
Code for Seismic Design of Buildings 132885_GB50011-2010 The main contents of the revision are: adjusting the depth range and formula of site soil liquefaction discrimination, and adding the seismic settlement discrimination method of soft clay layer and corresponding treatment countermeasures; The damping adjustment coefficient and shape parameters of the seismic influence coefficient curve (response spectrum) are improved, and the calculation method of vertical seismic action is supplemented; -
Code for Seismic Design of Buildings GB50011-2010 This code is the Code for Seismic Design of Buildings GB50011-2010 for everyone to learn -
04 Code for Seismic Design of Buildings GB50011-2010 This data is: 04 Code for Seismic Design of Buildings GB50011-2010, which is detailed and can be used for reference. -
JTJ225-98 Code for Seismic Design of Water Transport Engineering JTJ225-98 Code for Seismic Design of Water Transport Engineering is rich and detailed, and can be downloaded for reference and study by netizens. -
Some Ideas on the Revision of the Code for Seismic Design of Buildings Some Assumptions about the Revision of the Code for Seismic Design of Buildings This paper introduces the situation and existing problems since the promulgation and implementation of the national standard "Code for Seismic Design of Buildings" GB50011-2001. For the upcoming new round of revision work, it puts forward some ideas such as the revision requirements and main contents, as well as the experimental research work needed to cooperate with the revision work.
-
one Water supply and drainage structure works -
two Code for design of park structures -
three Code for design of structures -
four Code for construction of waterproof structures -
five Fire water supply design for structures -
six Fire protection design requirements for structures -
seven Fire protection design of silo structure -
eight Fire protection design of special structures