P20 工程结构综合 标准查询与下载



共找到 400 条与 工程结构综合 相关的标准,共 27

General principles on reliability for structures; addendum 1

ICS
7340;4705
CCS
P20
发布
1988-12
实施
1988-12-01

Defines the conventional impact bodies used in order to reproduce the effect of actual impacts on vertical building elements as well as the general test procedures and the test procedures specific to each type of building element tested being given in the standards specific to these building elements. Applies to all vertical building elements excluding doorsets.

Vertical building elements; impact resistance tests; impact bodies and general test procedures

ICS
91.010.30
CCS
P20
发布
1988-08
实施
1988-08-01

Bases for design of structures. Notations. General symbols.

ICS
01.040.91;91.080.01
CCS
P20
发布
1988-07-01
实施
1988-07-20

Road bridges; design loads; explanations

ICS
4730
CCS
P20
发布
1988-05
实施

Applies to all sealants regardless of the kind of packages in which they are supplied or from which they are applied to the joint in buildings. A defined volume of sealant is extruded from a standardized device under defined conditions by means of compressed air and recorded depending on time.

Building construction; Jointing products; Determination of extrudability of sealants using standardized apparatus

ICS
91.100.50
CCS
P20
发布
1987-12
实施

Defines the actions due to the self-weight of structures, non-structural elements and stored materials and 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

ICS
91.010.30
CCS
P20
发布
1987-12
实施

Building construction; Jointing products; Determination of resistance to flow

ICS
91.100.50
CCS
P20
发布
1987-12
实施

Building construction; Jointing products; Determination of elastic recovery

ICS
CCS
P20
发布
1987-11
实施

This standard specifies general requirements for steel trapezoidal channel sections. These include the tolerances for and the shape and corrosion protection of the sections. The standard gives rules for the determination of the bearing by calculation, for quality control and marking.#,,#

Trapezoidal sheeting in building; trapezoidal steel sheeting; general requirements and determination of loadbearing capacity by calculation

ICS
91.040.00
CCS
P20
发布
1987-06-01
实施

The standard gives rules for the execution and evaluation of ultimate strength tests. The static system, the design of the test specimens, support, distribution of load and measurement of deflection are described. A static evaluation of the tests results must be carried out in order to determine the characteristic value of the internal forces.#,,#

Trapezoidal sheeting in building; trapezoidal steel sheeting; determination of loadbearing capacity by testing

ICS
91.040.00
CCS
P20
发布
1987-06-01
实施

The standard gives the minimum steel thicknesses of the sections for each type of use, the mathematically determined widths of load distribution for the various static systems and the relevant effective spans. It includes general principles for the areas of shear with the necessary calculations, details of deformation and requirements concerning the physics relating to construction.

Trapezoidal sheeting in building; trapezoidal steel sheeting; structural analysis and design

ICS
91.010.30
CCS
P20
发布
1987-06
实施

Building construction; Sealants; Determination of adhesion/cohesion properties at constant temperature

ICS
91.100.50
CCS
P20
发布
1987-06
实施

Subsoil; analysis of earth-pressure; comments

ICS
93.020
CCS
P20
发布
1987-02
实施

This standard applies to the calculation of earth pressure on inherently rigid retaining walls, abutments and angular retaining walls. The formulations of earth pressure values relate to two- and three-dimensional cases. The standard gives methods for determining the active and passive earth pressures as well as the earth pressures lying between these two limiting values.; In the case of flexible structures, the determined earth pressure loads must be reduced in accordance with the relevant deflections.

Subsoil; analysis of earth-pressure; basic principles for calculation

ICS
93.020
CCS
P20
发布
1987-02
实施

This Part of BS 8100 contains both guidance on the interpretation of and background to the use of BS 8100 : Part 1, which is the code of practice covering the loading of lattice towers and masts. NOTE 1. Where references are made in the text to 'Part 1' they refer to BS 8100 ; Part 1 : 1986. Two worked examples are provided to assist designers with the application of Part 1. NOTE 2. The titles of the publications referred to in this standard are listed on the inside back cover.

Lattice towers and masts - Guide to the background and use of Part 1 'Code of practice for loading'

ICS
91.080.10
CCS
P20
发布
1986-11-28
实施
1986-11-28

This part of BS 8100 gives recommendations for procedures to be used to determine the loading for the design or appraisal of free-standing tower structures of lattice construction. Whilst Section 3 and Section 4 are applicable to the loading of guyed masts, the gust response factors contained in Section 5 should not be used for the design of such structures. Until such time that this part of BS 8100 is extended to cover guyed masts, recourse should be made to published sources to determine their response to gust loading. In addition, the safety factors set out in Section 2 may be inappropriate to guyed masts and should only be used for general guidance purposes. The procedures given primarily apply to bolted, riveted, or welded metallic structures of up to 300 m height and composed of leg members and triangulated bracings, but they also encompass towers of geodetic form. Section 5 may be inappropriate for towers of Vierendeel form, due to their stiffness characteristics. The response of such towers should be determined using published sources. This part of BS 8100 covers dead loads and wind and ice loading. Other superimposed loads are not covered and, where appropriate, should be considered. This part of BS 8100 is applicable to structures in the UK for which specific meteorological data are given. Guidance is also provided on the use of this part of BS 8100 for structures in other countries. This part of BS 8100 is based on the principles of limit state design and the partial safety factors given are appropriate only for towers designed in accordance with this standard. A flow chart indicating the design procedure using this part of BS 8100 is given on a separate sheet provided with this standard. NOTE The titles of the publications referred to in this standard are listed on the inside back cover.

Lattice towers and masts - Code of practice for loading Code of practice for loading

ICS
91.080.10
CCS
P20
发布
1986-11-28
实施
1986-11-28

General principles on reliability for structures

ICS
7340
CCS
P20
发布
1986-10
实施

The standard specifies the properties required for diaphragm wall clays and their respective tests. Diaphragm wall clays which are used for making supporting liquids as specified in this standard are only subjected to a simplified building control.

Earthworks and foundation engineering; diaphragm wall clays for supporting liquids; requirements, testing, supply, inspection

ICS
4720
CCS
P20
发布
1986-08-01
实施

Bases for design of structures. Working loads for buildings.

ICS
91.080.01
CCS
P20
发布
1986-06-01
实施
1986-06-20

Specifies methods of test for the determination ot the mechanical properties of horizontal joints between load-bearing walls and concrete floors subjected to vertical loading and moments transmitted by the floors. The walls may be interior or exterior walls composed of masonry or of prefabricated units and supporting a floor on one or on both sides.

Horizontal joints between load-bearing walls and concrete floors; Laboratory mechanical tests; Effect of vertical loading and of moments transmitted by the floors

ICS
91.100.30
CCS
P20
发布
1985-12
实施



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