P15 工程抗震 标准查询与下载

ISO 22762-2:2005/Cor 1:2006 弹性地震防护隔离物.第2部分:应用于桥梁.规范.技术勘误1

This standard is Elastomeric seismic-protection isolators — Part 2: Applications for bridges — Specifications TECHNICAL CORRIGENDUM 1

Elastomeric seismic-protection isolators - Part 2: Applications for bridges - Specifications; Technical Corrigendum 1

ISO 22762-3:2005/Cor 1:2006 弹性地震防护隔离物.第3部分:应用于建筑物.规范.技术勘误1

This standard is Elastomeric seismic-protection isolators — Part 3: Applications for buildings — Specifications TECHNICAL CORRIGENDUM 1

Elastomeric seismic-protection isolators - Part 3: Applications for buildings - Specifications; Technical Corrigendum 1

DIN EN 1998-3:2006 欧洲法规8:抗地震结构设计.第3部分:建筑物的评定和加固

(1)The scope of Eurocode 8 is defined in EN 1998-1: 2004, l.l. 1 and the scope of this Standard is defined in (2), (4) and (5). Additional parts of Eurocode 8 are indicated in EN 1998-1: 2004, 1.1.3. (2) The scope of EN 1998-3 is as follows: - To provide criteria for the evaluation of the seismic performance of existing individual building structures. - To describe the approach in selecting necessary corrective measures - To set forth criteria for the design of retrofitting measures (i.e. conception, structural analysis including intervention measures, final dimensioning of structural parts and their connections to existing structural elements). NOTE For the purposes of this standard, retrofitting covers both the strengthening of undamaged structures and the 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) Reflecting the basic requirements of EN 1998-1: 2004, this Standard covers the 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 to the assessment of reinforced concrete, steel and composite, and masonry buildings, respectively, and to their upgrading when necessary. (5) Although the 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 on the nature of the monuments. (6) Since existing structures: (i) reflect the state of knowledge at the 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) than the design of new structures. Different sets of material and structural safety factors are therefore required, as well as different analysis procedures, depending on the completeness and reliability of the information available.

Eurocode 8: Design of structures for earthquake resistance - Part 3: Assessment and retrofitting of buildings; German version EN 1998-3:2005

DIN EN 1998-1:2006 欧洲法规8:抗地震结构物设计.第1部分:建筑物的一般规则、地震作用和规则

EN 1998-1 applies to the design of buildings and civil engineering works in seismic regions. EN 1998-1 contains the basic performance requirements and compliance criteria applicable to buildings and civil engineering works in seismic regions. EN 1998-1 gives the rules for the representation of seismic actions and for their combination with other actions. Furthermore ist contains general design rules relevant specifically to buildings which are material related: - 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.

Eurocode 8: Design of structures for earthquake resistance - Part 1: General rules, seismic actions and rules for buildings; German version EN 1998-1:2004

DIN EN 1998-6:2006 欧洲法规8:防地震结构设计.第6部分:塔、杆和烟囱.德文版本EN 1998-6-2005

(1)The scope of Eurocode 8 is defined in EN 1998-1:2004, 1.1.1 and the scope of this Standard is defined in (2) to (4). Additional parts of Eurocode 8 are indicated in EN 1998-1:2004, 1.1.3. (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; English version of DIN EN 1998-6:2006-03

DIN EN 1998-5:2006 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.德文版本EN 1998-5-2004

(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 I 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; German version EN 1998-5:2004

DB/T 20.2-2006 地震台站建设规范.地下流体台站.第2部分：气氡和气汞台站

本部分规定了地下流体台站中气氡和气汞观测台站的场地勘选、观测井与观测室建设、观测设备配置和资料归档的要求。 本部分适用于地下流体台站中气氡和气汞观测台站的建设与改造。

Specification for the construction of seismic station Underground fluid station Part 2:Gas radon and gas mercury observatory

DB/T 20.1-2006 地震台站建设规范.地下流体台站.第1部分：水位和水温台站

本部分规定了地下流体台站中水位和水温观测台站的场地勘选、观测井与观测室建设、观测设备配置和资料归档要求。 本部分适用于地下流体台站中的水位和水温观测台站的建设与改造。

Specification for the construction of seismic station Underground fluid station Part 1:Water level and water temperature observatory

DB/T 19-2006 地震台站建设规范.全球定位系统连续观测台站

本标准规定了全球定位系统（GPS，Global Positioning System）连续观测台站的场地勘选、观测墩、观测室和工作室建设，设备配置及资料归档的技术要求。 本标准适用于GPS连续观测台站的建设和改造。

Specification for the construction of seismic station Permanent GPS station

DB/T 18.2-2006 地震台站建设规范.地电台站.第2部分：地电场台站

本部分规定了地电场合站观测场地、观测装置、观测室和设备配置的技术要求以及建台资料的归档要求。 本部分适用于地震监测预报和相关科学研究中地电场台站的建设和改造。

Specification for the construction of seismic station Geoelectrical station Part 2:Geoelctrical field observatory

DB/T 18.1-2006 地震台站建改规范.地电台站.第1部分：地电阻率台站

本部分规定了地电阻率台站观测场地、观测装置、观测室和设备配置的技术要求以及建台资料的归档要求。 本部分适用于地震监测预报和相关科学研究中地电阻率台站的建设和改造。

Specification for the construction of seismic station Geoelectrical station Part 1:Geoelctrical resistivity observatory

DB/T 17-2006 地震台站建设规范.强震动台站

本标准规定了数字强震动观测台的选址和场地测试、仪器墩和观测室建造、观测设备配置及资料归档等的技术要求。 本标准适用于数字强震动观测台的建设。

Specification for the construction of seismic station Strong motion station

BS ISO 22762-2:2006 弹性地震防护隔离物.应用于桥梁.规范

ISO 22762 applies to elastomeric seismic isolators used to provide buildings or bridges with protection from earthquake damage. The isolators covered consist of alternate elastomer layers and reinforcing steel plates. They are placed between a superstructure and its substructure to provide both flexibility for decoupling structural systems from ground motion, and damping capability to reduce displacement at the isolation interface and the transmission of energy from the ground into the structure at the isolation frequency. ISO 22762-2:2005 specifies the requirements for elastomeric seismic isolators used for bridges and the requirements for the rubber material used in the manufacture of such isolators. The specification covers requirements, design rules, manufacturing tolerances, marking and labelling and test methods for elastomeric isolators.

Elastomeric seismic-protection isolators - Applications for bridges - Specifications

BS EN 1998-6:2005 欧洲法规 8.抗震结构的设计.第6部分:塔,杆和烟囱

(1) The scope of Eurocode 8 is defined in EN 1998-1:2004, 1.1.1 and the scope of this Standard is defined in (2) to (4). Additional parts of Eurocode 8 are indicated in EN 1998-1:2004, 1.1.3. (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

BS EN 1998-3:2005 欧洲法规 8.抗震结构的设计.第3部分:建筑物的评估和加固

(1) The scope of Eurocode 8 is defined in EN 1998-1: 2004, 1.1.1 and the scope of this Standard is defined in (2), (4) and (5). Additional parts of Eurocode 8 are indicated in EN 1998-1: 2004, 1.1.3. (2) The scope of EN 1998-3 is as follows: − To provide criteria for the evaluation of the seismic performance of existing individual building structures. − To describe the approach in selecting necessary corrective measures − To set forth criteria for the design of retrofitting measures (i.e. conception, structural analysis including intervention measures, final dimensioning of structural parts and their connections to existing structural elements). NOTE For the purposes of this standard, retrofitting covers both the strengthening of undamaged structures and the 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) Reflecting the basic requirements of EN 1998-1: 2004, this Standard covers the 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 to the assessment of reinforced concrete, steel and composite, and masonry buildings, respectively, and to their upgrading when necessary. (5) Although the 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 on the nature of the monuments. (6) Since existing structures: (i) reflect the state of knowledge at the 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) than the design of new structures. Different sets of material and structural safety factors are therefore required, as well as different analysis procedures, depending on the completeness and reliability of the information available.

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

ASTM E989-06 撞击缓冲等级(IIC)测定的标准分类

The rating increases as the impact sound attenuation of the floor ceiling structure increases. The rating can be used by architects, builders, and specification and code authorities for acoustical design purposes in building constructions. 4.2 The rating strictly only applies to excitation by the standard tapping machine defined in Test Methods E 492 and E 1007. It does not deal with low frequency sounds below 100 Hz that are typically generated below lightweight joist floors when they are walked on. Nor does it deal with the squeaking, crunching or rattling sounds that can occur in joist construction when elements in the construction are loose and occupants walk on the floor. 4.3 This classification shall only be used with one-third octave band data.1.1 This classification provides a method for determining a rating that can be used to compare the levels of impact noise generated by a standard tapping machine and transmitted through different floor-ceiling assemblies.1.2 The name given to the rating is assigned by the test method that invokes this classification. 1.3 This classification is applicable only to one third octave band impact noise data obtained using the standard tapping machine described in Test Methods E 492 and E 1007. 1.4 Test methods that invoke this classification include: 1.4.1 Test Method E 492 - the single-number rating is called impact insulation class (IIC).1.4.2 Test Method E 1007 - the single-number rating is called field impact insulation class (FIIC).This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.

Standard Classification for Determination of Impact Insulation Class (IIC)

BS EN 1998-2:2005+A2:2011 欧洲法规8.构筑物的抗震设计.第2部分:桥梁

Eurocode 8. Design of structures for earthquake resistance. Bridges

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

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 1998-5:2004 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