P15 工程抗震 标准查询与下载



共找到 338 条与 工程抗震 相关的标准,共 23

1.0.1为统一水运工程抗震设计技术要求,实行以预防为主的方针,防止或减轻地震对水运工程建筑物的破坏,减少经济损失,制定本规范。1.0.2本规范适用于抗震设防烈度为6度、7度、8度和9度的港口水工建筑物和船闸水工建筑物的抗震设计。升船机和船厂等水工建筑物可参照执行。1.0.3当抗震设防烈度为6度时,可不进行抗震计算,但建筑物应按本规范适当采取抗震构造措施。对抗震设防烈度高于9度的水运工程建筑物,其抗震设计应作专门的论证。一般情况下,临时性建筑物可不进行抗震设计。1.0.4按本规范进行抗震设计的水运工程建筑物,其抗震设防目标应为当遭受相当于本地区抗震设防烈度的地震影响时,可能损坏,经一般修理或不需修理仍可继续使用。1.0.5 一般情况下,水运工程建筑物的抗震设防烈度应采用中国地震动参数区划图的地震基本烈度。对次生灾害严重或特别重要的水运工程建筑物以及高烈度区,应作场地地震危险性分析,除液化天然气码头和储罐区护岸外,当需要采用高于或低于基本烈度作为抗震设防烈度时,应经论证后报批。1.0.6水运工程抗震设计,除应符合本规范的规定外,尚应符合国家现行有关标准的规定。

Code for Seismic Design of Water Transport Engineering

ICS
CCS
P15
发布
2012-01-04
实施
2012-03-01

This report provides recommendations for an improved interface between current seismic design, analysis and qualification codes and standards, as well as recommendations for improvements of these codes and standards, to achieve a consistent, complete, and non-redundant set of requirements and guidance for the design engineers.

ALIGN MECHANICAL AND CIVIL-STRUCTURAL EARTHQUAKE DESIGN AND QUALIFICATION RULES FOR ASME B31 PIPING SYSTEMS AND PIPELINES

ICS
CCS
P15
发布
2012
实施

이 표준은 주기적, 비주기적 및 과도적 전신 진동의 측정 방법을 정의한다. 어느 정도의 진

Mechanical vibration and shock-Evaluation of human exposure to whole-body vibration-Part 1:General requirements

ICS
13.16
CCS
P15
发布
2011-12-30
实施
2011-12-30

Earthquake rescue equipment testing procedures for hydraulic power tools

ICS
91.120.25
CCS
P15
发布
2011-12-27
实施
2012-03-01

Earthquake rescue equipment testing procedures for lifting air cushion systems

ICS
91.120.25
CCS
P15
发布
2011-12-27
实施
2012-03-01

Earthquake rescue equipment testing procedures for internal combustion engine power tools

ICS
91.120.25
CCS
P15
发布
2011-12-27
实施
2012-03-01

Eurocode 8: Design of structures for earthquake resistance - Part 2: Bridges; German version EN 1998-2:2005 + A1:2009 + A2:2011 + AC:2010

ICS
91.120.25;93.040
CCS
P15
发布
2011-12
实施

This Standard specifies the elastomeric seismic isolators used to provide buildings with protection from earthquake damage.

Elastomeric seismic-protection isolators for buildings.Part 1: Specifications

ICS
83.140.99;91.120.25
CCS
P15
发布
2011-08-22
实施

This Standard specifies the test methods for elastomeric seismic isolators used to provide buildings with protection from earthquake damage.

Elastomeric seismic-protection isolators for buildings -- Part 2: Test methods

ICS
83.140.99;91.120.25
CCS
P15
发布
2011-08-22
实施

Engineering Seismic Terminology Standard

ICS
CCS
P15
发布
2011-08-01
实施
2011-08-01

本规范适用于地震基本烈度6、7、8和9度地区的城市梁式桥和跨度不超过150m的拱桥。斜拉桥、悬索桥和大跨度拱桥可按本规范给出的抗震设计原则进行设计。

Code for seismic design of urban bridges

ICS
CCS
P15
发布
2011-07-13
实施
2012-03-01

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

ICS
91.010.30;91.120.25
CCS
P15
发布
2011-07
实施

National Annex - Nationally determined parameters - Eurocode 8: Design of structures for earthquake resistance - Part 2: Bridges

ICS
91.120.25;93.040
CCS
P15
发布
2011-03
实施

National Annex - Nationally determined parameters - Eurocode 8: Design of structures for earthquake resistance - Part 1: General rules, Seismic actions and rules for buildings

ICS
91.120.25
CCS
P15
发布
2011-01
实施

Supplement No. 1 to AISC 358-10 Prequalified Connections for Special and Intermediate Moment Frames for Seismic Applications

ICS
91.080.10;91.120.25
CCS
P15
发布
2011
实施

P The scope of Eurocode 8 establishes the requirements, criteria, and rules for the siting and foundation soil of structures for earthquake resistance. It covers the 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.

Eurocode 8: Design of structures for earthquake resistance - Part 5: Foundations, retaining structures and geotechnical aspects; German version EN 1998-5:2004

ICS
91.010.30;91.120.25
CCS
P15
发布
2010-12
实施

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). Additionals parts of Eurocode 8 are indicated in EN 1998-1:2004, 1.1.3.

Eurocode 8: Design of structures for earthquake resistance - Part 3: Assessment and retrofitting of buildings; German version EN 1998-3:2005 + AC:2010

ICS
91.010.30;91.120.25
CCS
P15
发布
2010-12
实施

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.

Eurocode 8: Design of structures for earthquake resistance - Part 1: General rules, seismic actions and rules for buildings; German version EN 1998-1:2004 + AC:2009

ICS
91.010.30;91.120.25
CCS
P15
发布
2010-12
实施

This part of ISO 22762 specifies the test methods for determination of a) the properties of the rubber material used to manufacture the elastomeric seismic isolators, and b) the characteristics of elastomeric seismic isolators. It is applicable to elastomeric seismic isolators used to provide buildings or bridges with protection from earthquake damage. The isolators covered consist of alternate elastomeric layers and reinforcing steel plates which 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.

Elastomeric seismic-protection isolators - Part 1: Test methods

ICS
83.140.99;91.120.25
CCS
P15
发布
2010-11
实施
2010-11-01

This part of ISO 22762 specifies minimum requirements and test methods for elastomeric seismic isolators used for bridges, as well as rubber material used in the manufacture of such isolators. It is applicable to elastomeric seismic isolators used to provide bridges with protection from earthquake damage. The isolators covered consist of alternate elastomeric layers and reinforcing steel plates, which 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.

Elastomeric seismic-protection isolators - Part 2: Applications for bridges - Specifications

ICS
83.140.99;91.120.25;93.040
CCS
P15
发布
2010-11
实施
2010-11-01



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