This European Prestandard gives requirements for execution of steel structures in order to ensure adequate levels of mechanical resistance and stability. serviceability and durability. This European Prestandard specifies requirements for execution of steer structures in particular those which are designed according to ENV 1993-1-1 and for the steel parts of composite structures...

欧州规范的目标(1)欧州结构规范包括一系列房屋及土木工程的结构与土工的设计规范。(2) 它们仅涉及实现和监控为表征建筑物质量所必需的范围和履行设计原则假定所需要的工艺标准。(3) 在得到套适用的产品及其状态检验方法的统技术规范之前，某些欧洲结构规范在提供资料的附录中包含了这些方面的部分内容。 欧州规范提纲的背景(4) 欧共体委员会发起建立套统的关于房建、土木工程设计的技术规范，首先强制作为各成员国...

This National Annex has been prepared by BSI Subcommittee B/525/1, Actions (loadings) and basis of design. In the UK it is to be used in conjunction with BS EN 1991-1-2:2002. This National Annex gives:a) the UK decisions for the Nationally Determined Parameters described in the following subclauses of BS EN 1991-1-2:2002:• 2.4 (4)• 3.1 (10)• 3.3.1.2 (1)• 3.3.1.3 (1)• 3.3.2...

This National Annex has been prepared by BSI Subcommittee B/525/1, Actions (loadings) and basis of design. It is to be used in conjunction with BS EN 1991-1-6:2005. This National Annex gives:a) the UK decisions for the Nationally Determined Parameters described in the following subclauses of BS EN 1991-1-6:2005:1.1(3)2.2(4) Note 1*3.1(1)P3.1(5) Notes 1 and 23.1(7)3.1(8) Note 13...

This document has been prepared by BSI Subcommittees B/525/1, Actions (loadings) and basis of design. In the UK it is to be used in conjunction with BS EN 1991-2:2003. This document gives:a) the UK decisions for the Nationally Determined Parameters described in the following subclauses of BS EN 1991-2:2003:• 1.1 (3) • 2.2 (2) Note 2 • 2.3 (1) Note and (4) Note • 3 (5) • 4....

This National Annex has been prepared by BSI Subcommittee B/525/10, Bridges, in consultation with B/525/31, Structural use of steel. This National Annex gives:a) the UK decisions for the Nationally Determined Parameters described in the following subclauses of BS EN 1993-1-5:2006:• 2.2(5)• 3.3(1)• 4.3(6)• 5.1(2)• 6.4(2)• 8(2)• 9.1(1)• 9.2.1(9)• 10(1)• 10(5)• C.2(1)•...

This National Annex has been prepared by BSI Subcommittee B/525/10, Bridges, in consultation with B/525/31, Structural use of steel. This National Annex gives:a) the UK decisions for the Nationally Determined Parameters described in the following subclauses of BS EN 1993-2:2006:• 2.1.3.2(1) • 8.2.1.6(1) • 2.1.3.3(5) • 8.2.10(1) • 2.1.3.4(1) • 8.2.13(1) • 2.1.3.4(2) • 8....

1 §In accordance with the decision by the Ministry of the Environment it is herebydecreed by virtue of Section 13 of the Land Use and Building Act (132/1999), enacted on 5th of February1999 that the following Annexes are enforced in building constructions:When applying Eurocode –design standards (Eurocodes) in the designing of supporting structures, the NationalAnnexes decree...

EN 1993-2 is the second part of seven parts of EN 1993 - Design of Steel Structures - and describes the principles and application rules for the safety and serviceability and durability of steel structures for bridges. EN 1993-2 gives design rules in supplement to the generic rules in EN 1993-1. EN 1993-2 is intended to be used with Eurocodes EN 1990 - Basis of design, EN 1991 ...

EN 1993-3 is the third part of seven parts of EN 1993 - Design of Steel Structures - and describes the principles and application rules for the safety and serviceability and durability of steel structures for buildings. EN 1993 -3 gives design rules in supplement to the generic rules in EN 1993-1. EN 1993-3 is intended to be used with Eurocodes EN 1990 - Basis of design, EN 199...

EN 1998-1 was developed from the merger of ENV 1998-1-1:1994, ENV 1998-1- 2:1994 and ENV 1998-1-3:1995. As mentioned in 1.1.1, attention must be paid to the fact that for the design of structures in seismic regions the provisions of EN 1998 are to be applied in addition to the provisions of the other relevant EN 1990 to EN 1997 and EN 1999. One fundamental issue in EN 1998-1 is...

Although repair and strengthening under non-seismic actions is not yet covered by the relevant material-dependent Eurocodes, this Part of Eurocode 8 was pecifically developed because:- For most of the old structures seismic design was not considered originally, whereas the ordinary actions were considered, at least by means of traditional construction rules Seismic hazard eval...

For the design of structures in seismic regions the provisions of this Prestandard are to be applied in addition to the provisions of the other parts of Eurocode 8 and the other relevant Eurocodes. In particular, the provisions of the present Prestandard complement those of Eurocode 3, Part 3-1 “Towers and Masts”, and Part 3-1 “Chimneys”, which do not cover the special requ...