91.010.30;91.080.01 标准查询与下载

NF P06-100-1/NA*NF EN 1990/NA:2011 欧洲法规.结构设计基础.EN 1990-2003的国家附录

Eurocode - Basis of structural design - National annex to NF EN 1990:2003.

NF P06-113-1/NA/A1*NF EN 1991-1-3/NA/A1:2011 欧洲法规1.对结构的作用.第1-3部分:一般作用.雪荷载.国家附录NF EN1991-1-3-2004.一般作用.雪荷载.

Eurocode 1 - Actions on structures - Part 1-3 : general actions - Snow loads - National annex to NF EN 1991-1-3:2004 - General actions - Snow loads.

BS PD 6688-1-1:2011 出版文件符合BS EN 1991-1-1标准要求的结构设计推荐标准

This Published Document is a background paper that gives non-contradictory complementary information for use in the UK with BS EN 1991-1-1:2002 and its UK National Annex. This Published Document gives non-contradictory complementary information relating to imposed loads on floors for areas of industrial use and other work area use.

PUBLISHED DOCUMENT Recommendations for the design of structures to BS EN 1991-1-1

SANS 10155:2009 建筑物的准确性

Covers the method of measurement and accuracy of dimensions required for the setting out of structures and for completed building work.

Accuracy in buildings

ISO 4354:2009 风力对建筑物的作用

Wind actions on structures

NF P06-117/NA*NF EN 1991-1-7/NA:2008 欧洲法规1 对结构的作用 第1-7部分 通用作用 NF EN 1991-1-7-2007国家附录 通用作用 附属作用

Eurocode 1 : actions on structures - Part 1-7 : general actions - Accidental actions - National annex to NF EN 1991-1-7:2007 - General actions - Accidental actions.

ISO 13823:2008 耐久性结构设计的一般原则

This International Standard specifies general principles and recommends procedures for the verification of the durability of structures subject to known or foreseeable environmental actions, including mechanical actions, causing material degradation leading to failure of performance. It is necessary to ensure reliability of performance throughout the design service life of the structure. Fatigue failure due to cyclic stress is not within the scope of this International Standard. NOTE Reference can be made to ISO 2394 for failure due to fatigue.

General principles on the design of structures for durability

NF P06-100-1/A1/NA*NF EN 1990/A1/NA:2007 欧洲法规.设计基础. NF EN 1990/A1-2006国家附录

Eurocode - Basis for design - National annex to NF EN 1990/A1:2006.

NF P06-113-1/NA*NF EN 1991-1-3/NA:2007 欧洲法规1:对建筑物作用.第1-3部分:一般作用.雪负荷.NF EN 1991-1-3-2004的国家附录.一般作用.雪载荷

Eurocode 1 - Actions on structures - Part 1-3 : general actions - Snow loads - National annex to NF EN 1991-1-3:2004 - General actions - Snow loads.

KIT 185-2006 BS EN 1991-1-1和英国国家附录汇编.欧洲法规1.对建筑物的作用.一般作用.建筑物的密度、自重和施加荷载

EN 1991-1-1 gives design guidance and actions for the structural design of buildings and civil engineering works including some geotechnical aspects for the following subjects: - Densities of construction materials and stored materials; - Self-weight of construction works; - Imposed loads for buildings.Section 4 and Annex A give nominal values for densities of specific building materials, additional materials for bridges and stored materials. In addition for specific materials the angle of repose is provided.Section 5 provides methods for the assessment of the characteristic values of self-weight of construction works.Section 6 gives characteristic values of imposed loads for floors and roofs according to category of use in the following areas in buildings: - residential, social, commercial and administration areas; - garage and vehicle traffic areas; - areas for storage and industrial activities; - roofs; - helicopter landing areas.The loads on traffic areas given in Section 6 refer to vehicles up to a gross vehicle weight of 160 kN. The design for traffic areas for heavy vehicles of more than 160 kN gross weight needs to be agreed with the relevant authority. Further information may be obtained from EN 1991-2.For barriers or walls having the function of barriers, horizontal forces are given in Section 6. Annex B gives additional guidance for vehicle barriers in car parks. NOTE Forces due to vehicle impact are specified in EN 1991-1-7 and EN 1991-2.For the design situations and effects of actions in silos and tanks caused by water or other materials see EN 1991-3.

BS EN 1991-1-1 and UK National Annex kit - Eurocode 1. Actions on structures - General actions - Densities, self-weight, imposed loads for buildings

NA to BS EN 1991-1-1-2005 欧洲规范 1 的英国国家附件 对结构的操作 一般动作 建筑物的密度、自重、外加荷载

UK National Annex to Eurocode 1. Actions on structures. General actions. Densities, self-weight, imposed loads for buildings

NA to BS EN 1991-1-1-2002 欧洲法规1的英国国家附录:对建筑物的作用.第1-1部分:一般作用.建筑物的密度、自重和施加荷载

This National Annex gives: a) the UK decisions for the Nationally Determined Parameters described in the following subclauses of BS EN 1991-1-1:2002: — 2.2 (3) — 5.2.3 (1) to 5.2.3 (5) — 6.3.1.1 (Table 6.1) — 6.3.1.2 (1)P (Table 6.2) — 6.3.1.2 (10) — 6.3.1.2 (11) — 6.3.2.2 (1)P (Table 6.4) — 6.3.3.2 (1) (Table 6.8) — 6.3.4.2 (Table 6.10) — 6.4 (1) (Table 6.12) b) the UK decisions on the status of BS EN 1991-1-1:2002 informative annexes; and c) references to non-contradictory complementary information for the following subclauses of BS EN 1991-1-1:2002: — 6.3.2.2 — 6.3.4.2 (1)

UK National Annex to Eurocode 1: Actions on structures - Part 1-1: General actions - Densities, self-weight, imposed loads for buildings

NS 3935-2005 ITB-Integrated technical building installations 设计、实施和调试

ITB-lntegrated technical building installations Designing,implementation and commissioning

NA to BS EN 1990-2002+A1-2005 欧洲规范的英国附录.结构设计基础

This National Annex gives nationally determined parameters for the following clauses of BS EN 1990:2002+A1:2005. a) The nationally determined parameters for the clauses below apply to buildings and civil engineering works. (See NA.2.1.) — A1.1(1) b) The nationally determined parameters for the clauses below apply to buildings (See NA.2.2.) — A1.2.1 (1) NOTE 2 — A1.2.2 (Table A1.1) NOTE — A1.3.1 (1) [Tables A1.2(A) to (C)] NOTE — A1.3.1 (5) NOTE — A1.3.2 (Table A1.3) — A1.4.2 (2) NOTE c) Nationally determined parameters for the clauses below apply to bridges (see NA.2.3). — A2.1.1(1) NOTE 3 — A2.2.1 (2) NOTE 1 — A2.2.2 (1), (3), (4), (6) — A2.2.3 (2), (3), (4) — A2.2.4 (1), (4) — A2.2.6 (1) NOTE 1, NOTE 2, NOTE 3 — A2.3.1 (1), (5), (7), (8) — A2.3.2 (1), Table A2.5 NOTE — A2.4.1 (1) NOTE 1, Table A2.6 NOTE 2, (2) NOTE — A2.4.3.2 (1) NOTE — A2.4.4.1 (1) NOTE 3 — A2.4.4.2.1 (4)P NOTE — A2.4.4.2.2 Table A2.7 NOTE — A2.4.4.2.2 (3)P NOTE — A2.4.4.2.3 (1) NOTE — A2.4.4.2.3 (2) NOTE, (3) NOTE — A2.4.4.2.4 (2) NOTE, Table A2.8 NOTE 3 — A2.4.4.2.4 (3) NOTE — A2.4.4.3.2 (6) NOTE d) Guidance on use of the Informative Annexes B, C and D for buildings and civil engineering works. (See NA.3.1.) e) Guidance on use of the Informative Annexes B, C and D for bridges. (See NA.3.2.) f) References to non-contradictory complementary information applicable to buildings and civil engineering works. (See NA.4.1.) g) References to non-contradictory complementary information applicable to bridges. (See NA.4.2.)

UK National Annex for Eurocode - Basis of structural design

NA to BS EN 1990-2002 欧洲法规0的英国附录:结构设计基础

To be read in conjunction with BS EN 1990:2002

UK National Annex for Eurocode 0. Basis of structural design

EN 1991-1-3:2003 欧洲法典1:对结构的影响.第1-3部分:一般作用.雪荷载;合并勘误表2009年3月［代替:CEN ENV 1991-2-3］

EN 1991-1-3 gives guidance to determineThe values of loads due to snow to be used forThe structural design of buildings and civil engineering works.(2)This Part does not apply for sites at altitudes above 1 500 m, unless otherwise specified.NOTE 1:Advice forThe treatment of snow loads for altitudes above 1 500 m may be found inThe National Annex.(3) Annex A gives information on design situations and load arrangements to be used for different locations.NOTE:These different locations may be identified byThe National Annex.(4) Annex B gives shape coefficients to be used forThe treatment of exceptional snow drifts.NOTE:The use of Annex B is allowed throughThe National Annex.(5) Annex C gives characteristic values of snow load onThe ground based onThe results of work carried out under a contract specific toThis Eurocode, to DGⅢ / D3 of the European Commission.The objectives of this Annex are:

Eurocode 1 - Actions on structures - Part 1-3: General actions - Snow loads

BS EN 1990:2002+A1:2005 欧洲规范.结构设计基础

(1) EN 1990 establishes Principles and requirements for the safety, serviceability and durability of structures, describes the basis for their design and verification and gives guidelines for related aspects of structural reliability. (2) EN 1990 is intended to be used in conjunction with EN 1991 to EN 1999 for the structural design of buildings and civil engineering works, including geotechnical aspects, structural fire design, situations involving earthquakes, execution and temporary structures. NOTE For the design of special construction works (e.g. nuclear installations, dams, etc.), other provisions than those in EN 1990 to EN 1999 might be necessary. (3) EN 1990 is applicable for the design of structures where other materials or other actions outside the scope of EN 1991 to EN 1999 are involved. (4) EN 1990 is applicable for the structural appraisal of existing construction, in developing the design of repairs and alterations or in assessing changes of use.

Eurocode - Basis of structural design

ISO 13822:2001 结构设计基础.现有结构的评定

1 This International Standard provides general requirements and procedures for the assessment of existing structures (buildings, bridges, industrial structures, etc.) based on the principles of structural reliability and consequences of failure. It is based on ISO 2394. 2 It is applicable to the assessment of any type of existing structure that was originally designed, analysed and specified based on accepted engineering principles and/or design rules, as well as structures constructed on the basis of good workmanship, historic experience and accepted professional practice. The assessment can be initiated under the following circumstances: — an anticipated change in use or extension of design working life; — a reliability check (e.g. for earthquakes, increased traffic actions) as required by authorities, insurance companies, owners, etc.; — structural deterioration due to time-dependent actions (e.g. corrosion, fatigue); — structural damage by accidental actions (see ISO 2394). NOTE 1 This International Standard is applicable to historical structures, provided additional considerations are taken into account concerning the preservation of the historical appearance of the structure and the preservation of its historical materials. 3 This International Standard is applicable to existing structures of any material, although specific adaptation can be required depending on the type of material, such as concrete, steel, timber, masonry, etc. 4 This International Standard provides principles regarding actions and environmental influences. Further detailed consideration will be necessary for accidental actions such as fire and earthquake. NOTE 2 Fire resistance requires properties different from those for structural safety and integrity. Also fire hazards can be created by change in use. Special requirements are necessary for seismic hazards, taking the dynamic action and structural response into account. 5 This International Standard is intended to serve as a basis for preparing national standards or codes of practice in accordance with current engineering practice and the economic conditions.

Bases for design of structures - Assessment of existing structures

SANS 10160:1989 建筑设计中采用的一般程序和装载

Details general structural design procedures and minimum design loads to be adopted in the design of buildings or their structural members.

The general procedures and loadings to be adopted in the design of buildings

SANS 10155:1980 建筑中的精密度

This code of practice covers the method of measurement and accuracy of dimensions required for the setting out of structures and for completed building work. Permissible deviations are prescribed for the positioning and dimensions of the various elements. NOTE: The standards referred to in the code are listed in Appendix A.

Accuracy in buildings