91.120.25 地震和防振 标准查询与下载

LST EN 1998-6-2005 欧洲规范 8：抗震结构设计 第6部分：塔、桅杆和烟囱

Eurocode 8: Design of structures for earthquake resistance - Part 6: Towers, masts and chimneys

LST EN 1998-3-2005 欧洲规范 8：抗震结构设计 第3部分：建筑物的评估和改造

Eurocode 8: Design of structures for earthquake resistance - Part 3: Assessment and retrofitting of buildings

DB/T 15-2005 活动断层探测方法

本标准规定了活动断层探测的基本方法及每一种基本方法的适用范围、探测内容和技术要求。 本标准适用于地震监测预报、震害防御、城市减灾、国土规划、重大工程选址、工程抗震设计等方面的活动断层定位与活动性鉴定工作。

Method for surveying and prospecting of active fault

EN 1998-6:2005 欧洲法规8.抗震结构设计.第6部分:塔,杆和烟囱［代替:CEN EN 1998-3］

(1) The scope of Eurocode 8 is defined in EN 1998-1:2004, and the scope of this Standard is defined in (2) to (4). Additional parts of Eurocode 8 are indicated in EN 1998-1:2004, . (2) EN 1998-6 establishes requirements, criteria, and rules for the design of tall slender structures: towers, including bell-towers, intake towers, radio and TV-towers, masts, chimneys (including free-standing industrial chimneys) and lighthouses. Additional provisions specific to reinforced concrete and to steel chimneys are given in Sections 5 and 6, respectively. Additional provisions specific to steel towers and to steel guyed masts are given in Sections 7 and 8, respectively. Requirements are also given for non-structural elements, such as antennae, the liner material of chimneys and other equipment. NOTE 1 Informative Annex A provides guidance and information for linear dynamic analysis accounting for rotational components of the ground motion. NOTE 2 Informative Annex B provides information and guidance on modal damping in modal response spectrum analysis. NOTE 3 Informative Annex C provides information on soil-structure interaction and guidance for accounting for it in linear dynamic analysis. NOTE 4 Informative Annex D provides supplementary information and guidance on the number of degrees of freedom and the number of modes of vibration to be taken into account in the analysis. NOTE 5 Informative Annex E gives information and guidance for the seismic design of Masonry chimneys. NOTE 6 Informative Annex F gives supplementary information for the seismic performance and design of electrical transmission towers. (3) The present provisions do not apply to cooling towers and offshore structures. (4) For towers supporting tanks, EN 1998-4 applies.

Eurocode 8: Design of structures for earthquake resistance - Part 6: Towers, masts and chimneys

EN 1998-3:2005 欧洲法规8:抗震结构设计规定.第1部分:建筑物评估和翻新.合并勘误表2010年3月［代替:CEN ENV 1998-1-4］

(1)The scope of Eurocode 8 is defined in EN 1998-1:2004, andThe scope of this standard is defined in (2), (4) and (5). Additional parts of Eurocode 8 are indicated in EN 1998-1:2004, . (2)The scope of EN 1998-3 is as follows:To provide criteria forThe evaluation of the seismic performance of existing individual building structures; To describeThe approach in selecting necessary corrective measures; To set forth criteria forThe design of retrofitting measures (i.e. conception, structural analysis including intervention measures, final dimensioning of structural parts andTheir connections to existing structural elements). NOTE ForThe purposes of this standard, retrofitting covers bothThe strengthening of undamaged structures andThe repair of earthquake damaged structures. (3) When designing a structural intervention to provide adequate resistance against seismic actions, structural verifications should also be made with respect to non-seismic load combinations. (4) ReflectingThe basic requirements of EN 1998-1:2004,This standard coversThe seismic assessment and retrofitting of buildings made of the more commonly used structural materials:concrete, steel, and masonry. NOTE Informative Annexes A, B and C contain additional information related toThe assessment of reinforced concrete, steel and composite, and masonry buildings, respectively, and toTheir upgrading when necessary. (5) AlthoughThe provisions of this standard are applicable to all categories of buildings,The seismic assessment and retrofitting of monuments and historical buildings often requires different types of provisions and approaches, depending onThe nature of the monuments. (6) Since existing structures:(i) reflectThe state of knowledge atThe time of their construction, (ii) possibly contain hidden gross errors, (iii) may have been submitted to previous earthquakes or other accidental actions with unknown effects, structural evaluation and possible structural intervention are typically subjected to a different degree of uncertainty (level of knowledge) thanThe design of new structures. Different sets of material and structural safety factors areTherefore required, as well as different analysis procedures, depending onThe completeness and reliability of the information available.

Eurocode 8: Design of structures for earthquake resistance - Part 3: Assessment and retrofitting of buildings

LST EN 1998-5-2005 欧洲规范 8：抗震结构设计第5部分：地基、挡土结构和岩土工程方面

Eurocode 8: Design of structures for earthquake resistance Part 5: Foundations, retaining structures and geotechnical aspects

LST EN 1998-1-2005 欧洲规范 8：抗震结构设计 第1部分：建筑物的一般规则、地震作用和规则

Eurocode 8: Design of structures for earthquake resistance - Part 1: General rules, seismic actions and rules for buildings

BS EN 1998-1:2004 欧洲法规8.抗震结构设计.建筑物用一般规则、地震作用和规则

1 Scope of EN 1998 (1)P EN 1998 applies to the design and construction of buildings and civil engineering works in seismic regions. Its purpose is to ensure that in the event of earthquakes: - human lives are protected; - damage is limited; and - structures important for civil protection remain operational. NOTE The random nature of the seismic events and the limited resources available to counter their effects are such as to make the attainment of these goals only partially possible and only measurable in probabilistic terms. The extent of the protection that can be provided to different categories of buildings, which is only measurable in probabilistic terms, is a matter of optimal allocation of resources and is therefore expected to vary from country to country, depending on the relative importance of the seismic risk with respect to risks of other origin and on the global economic resources. (2)P Special structures, such as nuclear power plants, offshore structures and large dams, are beyond the scope of EN 1998. (3)P EN 1998 contains only those provisions that, in addition to the provisions of the other relevant Eurocodes, must be observed for the design of structures in seismic regions. It complements in this respect the other Eurocodes. (4)EN 1998 is subdivided into various separate Parts (see 1.1.2 and 1.1.3). 2 Scope of EN 1998-1 (1) EN 1998-1 applies to the design of buildings and civil engineering works in seismic regions. It is subdivided in 10 Sections, some of which are specifically devoted to the design of buildings. (2) Section 2 of EN 1998-1 contains the basic performance requirements and compliance criteria applicable to buildings and civil engineering works in seismic regions. (3) Section 3 of EN 1998-1 gives the rules for the representation of seismic actions and for their combination with other actions. Certain types of structures, dealt with in EN 1998-2 to EN 1998-6, need complementing rules which are given in those Parts. (4) Section 4 of EN 1998-1 contains general design rules relevant specifically to buildings. (5) Sections 5 to 9 of EN 1998-1 contain specific rules for various structural materials and elements, relevant specifically to buildings as follows: - Section 5: Specific rules for concrete buildings; - Section 6: Specific rules for steel buildings; - Section 7: Specific rules for composite steel-concrete buildings; - Section 8: Specific rules for timber buildings; - Section 9: Specific rules for masonry buildings. (6) Section 10 contains the fundamental requirements and other relevant aspects of design and safety related to base isolation of structures and specifically to base isolation of buildings. NOTE Specific rules for isolation of bridges are developed in EN 1998-2. (7) Annex C contains additional elements related to the design of slab reinforcement in steel-concrete composite beams at beam-column joints of moment frames. NOTE Informative Annex A and informative Annex B contain additional elements related to the elastic displacement response spectrum and to target displacement for pushover analysis. 3 Further Parts of EN 1998 (1)P Further Parts of EN 1998 include, in addition to EN 1998-1, the following: - EN 1998-2 contains specific provisions relevant to bridges; - EN 1998-3 contains provisions for the seismic assessment and retrofitting of existing buildings; - EN 1998-4 contains specific provisions relevant to silos, tanks and pipelines; - EN 1998-5 contains specific provisions relevant to foundations, retaining structures and geotechnical aspects; - EN 1998-6 contains specific provisions relevant to towers, masts and chimneys.

Eurocode 8:Design of structures for earthquake resistance-Part 1:General rules,seismic actions and rules for buildings

BS EN 1998-1:2004+A1:2013 欧洲法规8.抗震结构设计.建筑物的通用规则、地震作用和规则

Eurocode 8. Design of structures for earthquake resistance. General rules, seismic actions and rules for buildings

BS EN 1998-1:2005 欧洲法规8：抗震结构设计 建筑物用一般规则、地震作用和规则

Eurocode 8. Design of structures for earthquake resistance. General rules, seismic actions and rules for buildings

BS EN 1998-5:2004 欧洲法规 8.抗震结构的设计 第5部分 地基、支撑结构和土工技术特点

(1)P This Part of Eurocode 8 establishes the requirements, criteria, and rules for the siting and foundation soil of structures for earthquake resistance. It covers the design of different foundation systems, the design of earth retaining structures and soil-structure interaction under seismic actions. As such it complements Eurocode 7 which does not cover the special requirements of seismic design. (2)P The provisions of Part 5 apply to buildings (EN 1998-1), bridges (EN 1998-2), towers, masts and chimneys (EN 1998-6), silos, tanks and pipelines (EN 1998-4). (3)P Specialised design requirements for the foundations of certain types of structures, when necessary, shall be found in the relevant Parts of Eurocode 8. (4)Annex B of this Eurocode provides empirical charts for simplified evaluation of liquefaction potential, while Annex E gives a simplified procedure for seismic analysis of retaining structures. NOTE 1 Informative Annex A provides information on topographic amplification factors. NOTE 2 Informative Annex C provides information on the static stiffness of piles. NOTE 3 Informative Annex D provides information on dynamic soil-structure interaction. NOTE 4 Informative Annex F provides information on the seismic bearing capacity of shallow foundations.

Eurocode 8:Design of structures for earthquake resistance-Part 5:Foundations,retaining structures and geotechnical aspects

BS EN 1998-5:2005 欧洲法规8：抗震结构的设计 第5部分：地基、支撑结构和土工技术特点

Eurocode 8. Design of structures for earthquake resistance - Foundations, retaining structures and geotechnical aspects

DIN 4149:2005-04 德国地震区建筑物.建筑物设计载荷、分析和结构设计

(1) This standard deals with the planning, structural design and detailing of conventional buildings made from reinforced concrete, steel, timber or masonry in German earthquake zones. The purpose of the standard is to save human lives, to limit damage and to ensure that structures of importance for public safety as well as infrastructure remain in working order in the event of an earthquake. (2) This standard does not apply to structures and parts of such (e.g. nuclear power plants, chemical plants etc.) which may present additional potential hazards in the event of an earthquake. (3) This standard does not generally substitute the general rules to be observed when designing and planning structures, but provides supplementary rules that are applicable in earthquake zones. (4) Those parts of Germany which, within the scope of this standard, are more liable to be affected by earthquakes are grouped into earthquake zones 1 to 3 (see Figure 2). The extent of hazards due to earthquakes (seismicity) in areas outside of earthquake zones 1 to 3 can be assumed to be so Iow that this standard need not be applied in such areas.

Buildings in german earthquake areas - Design loads, analysis and structural design of buildings

ASCE 43-05-2005 核设备结构系统和组成物地震设计标准

Linear accelerators and targets are considered nonreactor nuclear facilities. Incidental use and generation of radioactive materials in a facility operation (e&, check and calibration sources and use of radioactive sources in research, experimental, and analytical laboratory activities, electron microscopes, and X-ray machines) would not ordinarily require the facility to be included in this definition.

Seismic Design Criteria for Structures, Systems, and Components in Nuclear Facilities

SH/T 3147-2004 石油化工构筑物抗震设计规范

Code for iseismic design of special structures for petrochemical

DB/T 9-2004 地震台站建设规范.地磁台站

本标准规定了地磁台站观测场地勘选、观测设施和观测室建设、建筑物磁性跟踪控制和观测设备配置的技术要求，适用于地磁台站建设，不同地磁台站根据功能要求和设备配置，按本标准相关部分执行。流动地磁观测点的选建、弱磁性测量实验室的建设可参照使用。

Specification for the construction of seismic station.Geomagnetic station

CECS 160-2004 建筑工程抗震性态设计通则(试用)

本通则适用于抗震设防烈度不大于9度（设计基本地震加速度值不大于0.40g）地区建筑工程的抗震设计、隔震设计及其质量控制。 本通则第1~6章中有关抗菌素震设计的基本原理、原则和方法，也可供其他土木工程（如桥梁、水工结构等）抗震设计参考应用。

General rule for performance-based seismic design of buildings

EN 1998-5:2004 欧洲法规8:防地震结构设计.第5部分:地基,支撑结构和土工技术特点

This part of Eurocode 8 establishesThe requirements, criteria, and rules forThesiting and foundation soil of structures for earthquake resistance. It coversThe design ofdifferent foundation systems,The design of earth retaining structures and soil-structureinteraction under seismic actions. As such it complements Eurocode 7 which does notcoverThe special requirements of seismic design

Eurocode 8 - Design of structures for earthquake resistance - Part 5: Foundations, retaining structures and geotechnical aspects

EN 1998-1:2004 欧洲法规8:抗震结构设计规定.第1部分:一般规则,地震作用和结构一般要求.合并勘误表-2009年7月［代替:CEN ENV 1998-1-1,CEN ENV 1998-1-2,CEN ENV 1998-1-3］

EN 1998 engineering worksearthquakes:applies to The design and construction of buildings and civilin seismic regions. Its purpose is to ensure that inThe event of

Eurocode 8 - Design of structures for earthquake resistance - Part 1: General rules, Seismic action and rules for buildings

DB13/T 501-2003 建设工程地震安全性评价分类

本标准由河北省地震局提出。 本标准由河北省地震局归口。 本标准起草单位:河北省地震局。 本标准主要起草人:王运启、王中来。本标准规定了建设工程地震安全性评价的基本要求、类别划分和指标。 本标准适用于河北省境内工程地震安全性评价工作。

Seismic Safety Evaluation Classification of Construction Engineering