91.080.01 建筑结构综合 标准查询与下载

GSO ISO 4356:2013 结构设计依据 使用极限状态下建筑物的变形

This International Standard establishes the basic principles that should be adopted when setting up national Standards, regulations and recommendations for the deformation of buildings at the limit states of serviceability.

Bases for the design of structures -- Deformations of buildings at the serviceability limit states

GSO ISO 9194:2013 结构设计规则 结构自重、非结构元素和储存材料的影响 密度

This International Standard defines the actions due to the self-weight of structures, non-structural elements and stored materials. It gives the numerical values of their densities. These actions are to be determined by multiplying the densities by the gravitational acceleration and by the actual volume. The actions caused by the weight of the earth placed on the structures are similarly calculated.

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

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 2633:2013 确定生产建筑和仓库施加的地面荷载

This International Standard specifies methods of determining imposed floor loads to be adopted for certain functions of production buildings and warehouses, for design-calculation purposes.

Determination of imposed floor loads in production buildings and warehouses

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

ISO 3898:2013 结构设计基础.物理量和通用数量的名称和符号

Bases for design of structures - Names and symbols of physical quantities and generic quantities

GOST R ISO 13824-2013 风险管理的实践方面. 涉及结构的系统风险评估的通用原则

Practical aspekt of management of risk. General principles risk assessment of systems for designing of buildings and constructions

GSO ISO 13822:2012 建筑设计规则 已建设施的评估

1.1 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. 1.2 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:

Bases for design of structures – Assessment of existing structures

NF P06-114-1/NA/A2*NF EN 1991-1-4/NA/A2:2012 欧洲法规1:对建筑物的作用.第1-4部分:一般作用.风作用.国家附录NF EN1991-1-4-2005.一般作用.风作用.

Eurocode 1 : actions on structures - Part 1-4 : general actions - Wind actions - National annex to NF EN 1991-1-4:2005 - General actions - Wind actions.

DB64/ 787-2012 EPS模块框（钢）架结构工业建筑节能体系技术规程

EPS module frame (steel) frame structure industrial building energy saving system technical specification

JG/T 209-2012 建筑消能阻尼器

本标准规定了建筑消能阻尼器的术语和定义、分类和标记、要求、试验方法、检验规则、标志、包装、运输和贮存。 本标准适用于工业与民用建筑用建筑消能阻尼器。构筑物、桥梁、设备等所需的消能阻尼器也可参照使用。

Dampers for vibration energy dissipation of buildings

DB64/T 689-2011 复合保温钢筋焊接混凝土剪力墙（CL建筑体系）技术规程

Composite thermal insulation reinforced welded concrete shear wall (CL building system) technical specification

DIN 1055-2:2010 对建筑结构的作用.第2部分:土壤性质

This standard specifies experimental values of soil parameters for use in determining the effects of the self-weight of soil or earth pressure on structures,subject to the criteria listed in items (2),(3)and(4)being complied with.

Actions on structures.Part 2: Soil properties

DS/ISO 13822:2010 结构设计基础 现有结构的评估

1.1 This International Standard provides general requirements and procedures for the assessment of existingstructures (buildings, bridges, industrial structures, etc.) based on the principles of structural reliability andconsequences of failure. It is based on ISO 2394.1.2 It is applicable to the assessment of any type of existing structure that was originally designed, analysedand specified based on accepted engineering principles and/or design rules, as well as structures constructedon the basis of good workmanship, historic experience and accepted professional practice. The assessmentcan be initiated under the following circumstances:¯ an anticipated cha

Bases for design of structures - Assessment of existing structures

ISO 13822:2010 结构设计基础.现有结构的评定

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.

Bases for design of structures - Assessment of existing structures

KIT 205-2010 作用于结构

Action on structures

ISO 13824:2009 结构设计用依据.涉及结构的系统风险评估总则

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

BIP PP 1990-2007 Book (single copy) 结构设计的学生用结构欧洲代码指南

Extracts from the Structural Eurocodes for students of structural design

DS/INF 172:2009 与起草 EN 1990 和 EN 1991 国家附录相关的背景调查 可靠性验证格式、作用组合、分项系数、疲劳、雪荷载、风荷载等

See Danish abstract.

Background investigations in relation to the drafting of National Annexes to EN 1990 and EN 1991 - Reliability verification formats, combination of actions, partial coefficients, fatigue, snowload, windload, etc.

BS PD 6695-1-10:2009 出版文献.BS EN 1993-1-10标准的结构设计建议

This Published Document gives non‑contradictory complementary information for use in the UK with BS EN 1993‑1‑10 and its UK National Annex.

PUBLISHED DOCUMENT Recommendations for the design of structures to BS EN 1993-1-10