繁体】【设为首页】【收藏
当前位置:下载/Download首页 >> 工程规范 >> 欧标 >> BSEN1998-3-2005 Design of structures for earthquake resistance - Assessment and retrofitting of buil
BSEN1998-3-2005 Design of structures for earthquake resistance - Assessment and retrofitting of buil
  • 授权形式:
  • 作者/开发商:
  • 文件大小:未知
  • 软件语言:英文
  • 版本号:0
  • 软件平台:Windows/Unix/Linux/MacOS
  • 软件类别:
  • 点击次数:63
  • 评论等级:★★★☆☆
  • 更新时间:2008-08-06
  • 演示地址:
资源介绍:  

This British Standard is the official English language version of EN 1998-3:2005. It supersedes DD ENV 1998-1-4:1996 which is withdrawn.

(1) The scope of Eurocode 8 is defined in EN 1998-1: 2004, 1.1.1 and the scope of this Standard is defined in (2), (4) and (5). Additional parts of Eurocode 8 are indicated in EN 1998-1: 2004, 1.1.3.
(2) The scope of EN 1998-3 is as follows:
- To provide criteria for the evaluation of the seismic performance of existing individual building structures.
- To describe the approach in selecting necessary corrective measures
- To set forth criteria for the design of retrofitting measures (i.e. conception, structural analysis including intervention measures, final dimensioning of structural parts and their connections to existing structural elements).
(3) When designing a structural intervention to provide adequate resistance against seismic actions, structural verifications should also be made with respect to non-seismic load combinations.
(4) Reflecting the basic requirements of EN 1998-1: 2004, this Standard covers the seismic assessment and retrofitting of buildings made of the more commonly used structural materials: concrete, steel, and masonry.
(5) Although the provisions of this Standard are applicable to all categories of buildings, the seismic assessment and retrofitting of monuments and historical buildings often requires different types of provisions and approaches, depending on the nature of the monuments.
(6) Since existing structures:
(i) reflect the state of knowledge at the time of their construction,
(ii) possibly contain hidden gross errors,
(iii) may have been submitted to previous earthquakes or other accidental actions with unknown effects, structural evaluation and possible structural intervention are typically subjected to a different degree of uncertainty (level of knowledge) than the design of new structures.

Different sets of material and structural safety factors are therefore required, as well as different analysis procedures, depending on the completeness and reliability of the information available.

相关资源
声明
1. 本网支持版权保护。资源频道仅提供资源的介绍,以及部分不侵犯版权、内容合符本网协议要求的资源下载和预订;
2. 若本网页未显示资源下载或预订链接,表示本网不提供该资源的下载或预订;
3. 关于该资源的销售、技术、支持等详细情况,请进入作者/开发商的官方网站了解;
4. 资源频道的资源均由本网会员提供,如有问题请致Email给abuse@engrwebh.com投诉;
关于我们/About Us | 联系我们/Contact Us | 版权声明/Announce

  • ENGR网

    版权所有(c)2008-2010

  •