標(biāo)準(zhǔn)號：DIN EN ISO 19901-2-2018
中文標(biāo)準(zhǔn)名稱：石油和天然氣工業(yè).海上建筑物的特殊要求.第2部分:地震設(shè)計規(guī)程和標(biāo)準(zhǔn)(ISO 19901-2-2017);英文版本EN ISO 19901-2-2017
英文標(biāo)準(zhǔn)名稱：Petroleum and natural gas industries - Specific requirements for offshore structures - Part 2: Seismic design procedures and criteria (ISO 19901-2:2017); English version EN ISO 19901-2:2017
標(biāo)準(zhǔn)類型：E94
發(fā)布日期：1999/12/31 12:00:00
實施日期：1999/12/31 12:00:00
中國標(biāo)準(zhǔn)分類號：E94
國際標(biāo)準(zhǔn)分類號：75.180.10;91.120.25
引用標(biāo)準(zhǔn)：DIN EN ISO 19900-2014;DIN EN ISO 19901-8-2015;DIN EN ISO 19902-2014;DIN EN ISO 19903-2007;API RP 2A-1991-01;ISO 19900-2013;ISO 19901-3-2014;ISO 19901-8-2014;ISO 19902-2007;ISO 19903-2006;ISO 19904-1-2006;ISO 19905-1-2016;ISO 19905-3-2017;ISO 19906-2010
適用范圍：This document contains requirements for defining the seismic design procedures and criteria for offshore structures; guidance on the requirements is included in Annex A. The requirements focus on fixed steel offshore structures and fixed concrete offshore structures. The effects of seismic events on floating structures and partially buoyant structures are briefly discussed. The site-specific assessment of jack-ups in elevated condition is only covered in this document to the extent that the requirements are applicable. Only earthquake-induced ground motions are addressed in detail. Other geologically induced hazards such as liquefaction, slope instability, faults, tsunamis, mud volcanoes and shock waves are mentioned and briefly discussed. The requirements are intended to reduce risks to persons, the environment, and assets to the lowest levels that are reasonably practicable. This intent is achieved by using: a) seismic design procedures which are dependent on the exposure level of the offshore structure and the expected intensity of seismic events; b) a two-level seismic design check in which the structure is designed to the ultimate limit state (ULS) for strength and stiffness and then checked to abnormal environmental events or the abnormal limit state (ALS) to ensure that it meets reserve strength and energy dissipation requirements. Procedures and requirements for a site-specific probabilistic seismic hazard analysis (PSHA) are addressed for offshore structures in high seismic areas and/or with high exposure levels. However, a thorough explanation of PSHA procedures is not included. Where a simplified design approach is allowed, worldwide offshore maps, which are included in Annex B, show the intensity of ground shaking corresponding to a return period of 1000 years. In such cases, these maps may be used with corresponding scale factors to determine appropriate seismic actions for the design of a structure. For design of fixed steel offshore structures, furthe