91.080.01 建筑结构综合 标准查询与下载

GOST R ISO 12494-2016 新建筑结构地基. 结构大气结冰

Foundations of this new building structures. Atmospheric icing of structures

GOST R 57341-2016 木结构紧固件. 强度性能

Fasteners for timber structures. Strength properties

GSO ISO 2394:2015 施工可靠性一般原则

  Scope is not provided for this standard

General principles on reliability for structures

GSO ISO 13823:2015 耐久性设计结构的一般原则

  Scope is not provided for this standard

General principles on the design of structures for durability

GSO ISO 13824:2015 结构设计规则 包含结构的系统风险评估的一般原则

  Scope is not provided for this standard

Bases for design of structures -- General principles on risk assessment of systems involving structures

ISO 2394:2015 结构可靠性的一般原则

General principles on reliability for structures

GOST R 56733-2015 建筑物和构筑物. 围护结构不均匀导致特定热损失的测定方法

Buildings and constructions. Method for determination of the specific heat losses through inhomogeneity of the enclosing structure

GOST R 56728-2015 建筑物和构筑物. 建筑外壳风荷载的测定方法

Buildings and constructions. Method for determining wind loads on the building envelope

GSO ISO 12494:2014 由于天气因素 结构结冰

1.1 General This International Standard describes the general principles of determining ice load on structures of the types listed in 1.2. In cases where a certain structure is not directly covered by this or another standard or recommendation, designers may use the intentions of this International Standard. However, the user should always consider carefully the applicability of the standard (recommendation) to the structure in question. The practical use of all data in this International Standard is based upon certain knowledge of the site of the structure. It is necessary to have information about the degree of “normal” icing amounts (= ice classes) for the site in question. For many areas, however, no information is available. Even in such cases this International Standard can be useful, because local meteorologists or other experienced persons should be able to, on the safe side, estimate a proper ice class. Using such an estimate in the structural design will result in a much safer structure, than designing without any considerations for problems due to ice. CAUTION It is extremely important to design for some ice instead of no ice, and then the question of whether the amount of ice was correct is of less importance. In particular, the action of wind can be increased considerably due to both increased exposed area and increased drag coefficient. 1.2 Application This International Standard is intended for use in determining ice mass and wind load on the iced structure for the following types of structure: — masts; — towers; — antennas and antenna structures; — cables, stays, guy ropes, etc.; — rope ways (cable railways); — structures for ski-lifts; — buildings or parts of them exposed to potential icing; — towers for special types of construction such as transmission lines, wind turbines, etc. Atmospheric icing on electrical overhead lines is covered by IEC (International Electrotechnical Commission) standards. This International Standard is intended to be used in conjunction with ISO 2394. NOTE Some typical types of structure are mentioned, but other types might be considered also. Designers should think in terms of which type of structure is sensitive to unforeseen ice, and act thereafter. Also, in many cases only parts of structures should be designed for ice loads, because they are more vulnerable to unforeseen ice than is the whole structure. Even if electrical overhead lines are covered by IEC standards, designers may use this International Standard for the mast structures to overhead lines (which are not covered by IEC standards) if they so wish.

Atmospheric icing of structures

DB37/T 5025-2014 建筑结构动力性能检测技术规程

本规程适用于新建及既有建筑结构的动力性能检测。

Technical specification for dynamic performance testing of building structures

WW/T 0048-2014 近现代历史建筑结构安全性评估导则

Guidelines for Structural Safety Assessment of Modern Historic Buildings

GOST R 56288-2014 建筑物建造有隔音玻璃窗的易拆窗结构. 通用规格

The easily dumped window constructions with double-glazed windows for buildings. General specifications

GOST 33079-2014 半透明封闭结构. 分类. 术语和定义

Translucent enclosing structures. Slassification. Terms and definitions

GSO ISO 21650:2013 波浪和海流对沿海地区建造的结构的影响

Abstract ISO 21650:2007 describes the principles of determining the wave and current actions on structures of the following types in the coastal zone and estuaries: breakwaters: rubble mound breakwaters; vertical and composite breakwaters; wave screens; floating breakwaters; coastal dykes; seawalls; cylindrical structures (jetties, dolphins, lighthouses, pipelines etc.). ISO 21650:2007 does not include breakwater layout for harbours, layout of structures to manage sediment transport, scour and beach stability or the response of flexible dynamic structures, except vortex induced vibrations. Design will be performed at different levels of detail: concepts; feasibility; detailed design. ISO 21650:2007 is aimed at serving the detailed design

Actions from waves and currents on coastal structures

GSO ISO 22111:2013 结构设计规则 一般要求

This International Standard specifies the general requirements for the structural design of buildings and industrial and civil engineering structures using reliability-based concepts. This International Standard is applicable to the design of complete structures, the structural elements making up the structure and the foundation. Information on the assessment of existing structures is given in ISO 13822. To allow for the differences in design practice between different countries, certain parameters are left to be quantified by national building codes or standards.

Bases for design of structures -- General requirements

KS F ISO 9194-2013 结构设计依据 结构自重、非结构构件和储存材料的作用 密度

Bases for design of structures－Actions due to the self－weight of structures,non－structural elements and stored materials－Density

ISO 4355:2013 结构设计基础.屋面雪荷载的确定

This International Standard specifies methods for the determination of snow load on roofs. It can serve as a basis for the development of national codes for the determination of snow load on roofs. National codes should supply statistical data of the snow load on ground in the form of zone maps, tables, or formulae. The shape coefficients presented in this International Standard are prepared for design application, and can thus be directly adopted for use in national codes, unless justification for other values is available.

Bases for design of structures.Determination of snow loads on roofs

GSO ISO 11697:2013 结构设计规则 散装建筑材料产生的荷载

This International Standard deals with pressure conditions in hoppers, bunkers, bins and Silos constructed using normal structural engineering materials. For the purposes of definition, the term Silo is used throughout this International Standard to represent all forms of storage. The methods given in clause 3 for the determination of loads are intended for use with the practical range of containment structures subject to the following limitations: a) filling is a continuous process involving small inertia effects and inconsequential impact loads; b) the maximum particle size of the ensiled bulk material is not greater than 0,lR (R = hydraulic radius); c) where discharge devices are used (e.g. feeders, internal flow tubes, etc.), material flow is effectively continuous and centric within the eccentricity limitation given in e): d) in bottom-discbarging Silos, the bulk material is free-flowing and has a low cohesion [i.e. da < l,OR (see annex A)]; e) the eccentricity e of the filling or discharge process, relative to the Silo centreline, is less than 0,25d for cylindrical Silos, and less than 0,25a in the case of rectangular Silos; f) the ratio of height to diameter is not greater than ‘IO; the height is not greater than 100 m and the diameter is not greater than 50 m.

Bases for design of structures -- Loads due to bulk materials

GSO ISO 4354:2013 风对结构的影响

Abstract ISO 4354:2009 describes the actions of wind on structures and specifies methods of calculating characteristic values of wind loads for use in designing buildings, towers, chimneys, bridges and other structures, as well as their components and appendages. The loads are suitable for use in conjunction with ISO 2394 and other International Standards concerned with wind loads. In particular, ISO 4354:2009 facilitates the conversion between peak- and mean-wind-speed methodologies and covers the three main storm types, synoptic winds, thunderstorms and tropical cyclones (hurricanes and typhoons). ISO 4354:2009 provides the basic methods from which to determine wind loading analytically through the determination of design pressures or orthogonal along-wind and cross-wind forces and moments for structures of simple shape and wind directionality effects, and through wind tunnel or computational determinations of pressure, forces and moments for structures with complex shapes and wind directionality effects resulting in complex combinations of forces and moments. Two methods of analytical determination of design wind loads are given, one based on a peak velocity and the other on a mean velocity.

Wind actions on structures

GSO ISO 2103:2013 住房和公共建筑的使用和占用产生的荷载

This International Standard indicates the lowest nominal values of loads due to use and occupancy in residential and public buildings. The term “equipment” covers furniture,bookshelves, Pianos,televisions and radios, refrigerators, washing machines,exhibition displays, special technical installations on laboratory floors, scenery in theatres, gymnastic apparatus, etc.

Loads due to use and occupancy in residential and public buildings