91.080.01 建筑结构综合 标准查询与下载

SNI 03-6762-2002 立桩柱侧部材料检测方法

Test method for piles under lateral load

SNI 03-6761-2002 单独支柱静态轴向拉伸负荷检测方法

Test method for single pile for static axial tensile load

JGJ 138-2001 型钢混凝土组合结构技术规程

Technical specification for steel reinforced concrete composite structures

DS/ISO 12494:2001 建筑物的大气结冰

This Standard describes the general principles of determining ice load on structures of masts, towers, antennas and antenna structures, cables, stays, guy ropes, rope ways, structures for ski-lifts, exposed buildings or parts of them, towers for special types of construction such as transmission lines, wind turbines, etc.

Atmospheric icing of structures

ISO 12494:2001 结构的大气结冰

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. 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

KS F 5301-2000 装配式临时房屋结构设计体系标准

STANDARD OF STRUCTURAL DESIGN SYSTEMS ON THE PREFABRICATED TEMPORARY HOUSES

DB50/T 5007-1999 钢丝网架水泥聚苯乙烯夹芯板工程施工及验收规程

为了在钢丝网架水泥聚苯乙烯夹芯板工程施工和验收中，做到技术先进、确保质量、安全适用、经济合理，特制定本规程。本规程适用于一般工业与民用建筑的非承重墙、屋面板的施工及验收。

Specification for construction and acceptance of steelwire-fabric cement polystyrene slab

ISO 4355:1998 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 will 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 ground snow load in the form of zone maps, tables or formulae. The shape coefficients presented in this International Standard are prepared for design application, and may thus be directly adopted for use in national codes, unless justification for other values is available. For examining the effect of the wind on the distribution of snow loads on roofs of unusual shapes or shapes not dealt with in this International Standard or in national standards, suitable models (e.g. tests carried out in a wind tunnel especially equipped for reproducing accumulation phenomena) may give significant results. The annexes describing methods for determining the characteristic snow load on the ground, exposure coefficient, thermal coefficient and loads on snow fences are for information only as a consequence of the limited amount of documentation and available scientific results. In some regions, single winters with unusual weather conditions may cause severe load conditions not taken into account by this International Standard. Specification of standard procedures and instrumentation for measurements is not dealt with in this International Standard.

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

PP 7312-1998 专为学生的英国标准摘要

Extracts from British Standards for students of structural design

ISO 2394:1998 结构可靠性的一般原则

This International Standard specifies general principles for the verification of the reliability of structures subjected to known or foreseeable types of action. Reliability is considered in relation to the performance of the structure throughout its design working life. The general principles are applicable to the design of complete structures (buildings, bridges, industrial structures, etc.), the structural elements making up the structure and the foundations. This International Standard is also applicable to the successive stages in construction, namely the fabrication of structural elements, the transport and handling of the structural elements, their erection and all work on site, as well as the use of the structure during its design working life, including maintenance and repair. To allow for the differences in design practice between different countries, the national standards or codes of practice may be simpler or more detailed in comparison with this International Standard. Generally the principles are also applicable to the structural appraisal of existing constructions or assessing changes of use. However in some respects this is associated with special aspects of the basic variables and calculation models. Such aspects are considered in clause 10. NOTE - When this International Standard is applied in a particular country for the development of its standards, it is admissible not to use those clauses which are not in accordance with the regulations of that particular country.

General principles on reliability for structures

HB 10139-1997 BS 6399 Pt.2-1997用风荷载计算器

Wind Loading Ready Reckoner for BS 6399:Part 2:1997

BS 6399-2:1997 建筑物的负荷设计.风负荷设计的实施规程

This Part of BS 6399 gives methods for determining the gust peak wind loads on buildings and components thereof that should be taken into account in design using equivalent static procedures. Two alternative methods are given: a) a standard method which uses a simplified procedure to obtain a standard effective wind speed which is used with standard pressure coefficients to determine the wind loads for orthogonal design cases. NOTE 1. This procedure is virtually the same as in CP3 : Chapter V : Part 2. b) a directional method in which effective wind speeds and pressure coefficients are determined to derive the wind loads for each wind direction. Other methods may be used in place of the two methods given in this standard, provided that they can be shown to be equivalent. Such methods include wind tunnel tests which should be taken as equivalent only if they meet the conditions defined in annex A. NOTE 2. Wind tunnel tests are recommended when the form of the building is not covered by the data in this standard, when the form of the building can be changed in response to the test results in order to give an optimized design, or when loading data are required in more detail than is given in this standard. Specialist advice should be sought for building shapes and site locations that are not covered by this standard. The methods given in this Part of BS 6399 do not apply to buildings which, by virtue of the structural properties, e.g. mass, stiffness, natural frequency or damping, are particularly susceptible to dynamic excitation. These should be assessed using established dynamic methods or wind tunnel tests. NOTE 3. See references [1] to [4] for examples of established dynamic methods. NOTE 4. If a building is susceptible to excitation by vortex shedding or other aeroelastic instability, the maximum dynamic response may occur at wind speeds lower than the maximum.

Loading for buildings - Code of practice for wind loads

ISO 4354:1997 结构上的风作用

This International Standard describes the actions of wind on structures and specifies methods for 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. Structures of an unusual nature, size or complexity (e.g. suspension bridges and guyed masts) may require special engineering study; some guidance is given on the limitations of this International Standard in these cases.

Wind actions on structures

BS 6399-1:1996 建筑物负载设计.固定负载和施加载荷实用规程

Gives dead and minimum recommended imposed loads. Applies to new buildings, alterations to existing structures and existing construction on change of use.

Loading for buildings - Code of practice for dead and imposed loads

AS 2327.1:1996 复合结构．简单支撑梁

Sets out minimum requirements for the design, detailing and construction of simply supported composite beams composed of a steel beam interconnected to a concrete slab by shear connectors, including applications in which the slab incorporates profiled st

Composite structures - Simply supported beams

BS 6399 Pt.2:1995 建筑物的负荷设计.第2部分:风荷载实用规程

Loading for buildings. Code of practice for wind loads

DS/INF 104:1995 关于爆炸载荷的报告

The report contains a description of the different types of explosion which may be considered in building design. A review of current Danish and foreign regulations regarding explosion loads on buildings is presented.

Report on Explosion loads

JIS A 3304:1994 预制临时房屋的结构设计体系标准

この規格は，事務所，宿舎，学校，応急住宅などの用途に供する鉄骨軸組構造の組立仮設建築物()の構造設計標準について規定する。注()この規格でいう組立仮設構築物とは，建築基準法第紙条でいう仮設建築物以外の用途に使用される建築物も含めるものとし，下屋その他の附属建築物は含まないものとする。

Standard of structural design systems on the prefabricated temporary houses

HB 10076-1994 米切尔结构和纺织品.第2部分

Mitchell's Structure & Fabric - Part 2

HB 10075-1994 米切尔结构和纺织品.第1部分

Mitchell's Structure & Fabric - Part 1