The ISO 19901-2:2017 was released in 2017. Please share with us if you have this.
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ANSI/API RECOMMENDED PRACTICE 2EQ FIRST EDITION, NOVEMBER 2014 (2021) Seismic Design Procedures and Criteria for Offshore Structures
Author(s)/Editor(s): API | Size: 7.25 MB | Format:PDF | Quality:Unspecified | Publisher: API | Year: 2014 | pages: 104
ANSI/API RECOMMENDED PRACTICE 2EQ
FIRST EDITION, NOVEMBER 2014
ADDENDUM 1, JANUARY 2019
REAFFIRMED, JANUARY 2021
ISO 19901-2:2004 (Modified), Petroleum and natural gas industries—Specific requirements for offshore structures—Part 2: Seismic design procedures and criteria
This standard contains requirements for defining the seismic design procedures and criteria for offshore structures and is a modified adoption of ISO 19901-2. The intent of the modification is to map the requirements of ISO 19901-2 to the United States’ offshore continental shelf (U.S. OCS). The requirements are applicable to fixed steel structures and fixed concrete structures. The effects of seismic events on floating structures and partially buoyant structures are also briefly discussed. The site-specific assessment of jack-ups in elevated condition is only covered to the extent that the requirements are applicable.
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Hi all,
The new version of API RP 2EQ has been released in 2021. Please share with us if you do have a new version.
Title: API RP 2EQ Seismic Design Procedures and Criteria for Offshore Structures
ANSI/API RECOMMENDED PRACTICE 2EQ
FIRST EDITION, NOVEMBER 2014
ADDENDUM 1, JANUARY 2019
ISO 19901-2:2004 (Modified), Petroleum and natural gas industries—Specific requirements for offshore structures—
Part 2: Seismic design procedures and criteria
REAFFIRMED, JANUARY 2021
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Construction native drawings of a "Tank Foundation" in Petrochemical Industries.
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"Filters for Earth Dams, Gradation Design an Construction Guidance Used By Federal Agencies". ASDSO Journal of Dam Safety. Winter 2006. Authors: Talbot and Pabst 2006.
ACI 549-6R-20: Guide to Design and Construction of Externally Bonded Fabric-Reinforced Cementitious Matrix (FRCM) and Steel-Reinforced Grout (SRG) Systems for Repair and Strengthening Masonry
This guide addresses the use of externally bonded (EB) fabricreinforced cementitious matrix (FRCM) and steel-reinforced grout (SRG) systems for repair and strengthening of masonry structures. FRCM and SRG are composite materials composed of a reinforcement in the form of open fabric bonded on the masonry surface through an inorganic matrix. In particular, the structural reinforcement for FRCM consists of an open grid fabric of continuous fibers made of carbon, alkali-resistant (AR) glass, polyparaphenylene benzobisoxazole (PBO), aramid, or basalt fibers, while SRG systems use steel cords of twisted wires arranged to form a unidirectional fabric. The matrixes are typically based on combinations of portland cement, silica fume, and fly ash as the binder (cement-based), or on natural hydraulic lime (lime-based), or even on geopolymer (geopolymer-based). FRCM and SRG systems represent an alternative to traditional strengthening techniques such as steel tie rods, section enlargement, or even fiber-reinforced polymer (FRP) systems. FRCM and SRG systems can be used for various structural purposes—for example, they are used to: 1) increase the loadbearing capacity of structural members; 2) improve the seismic capacity of buildings; 3) counteract specific incipient or already developed damage; 4) limit opening of cracks; and 5) strengthen local weaknesses. Based on experimental research, analytical work, and field applications, this guide provides the recommendations for the design and structural evaluation of FRCM and SRG systems according to both American and European existing regulations and guidelines.
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Learn from the personal experience and insights of leading earthquake engineering specialists as they examine the lessons from disasters of the last 30 years and propose a path to earthquake safety worldwide
Why Do Buildings Collapse in Earthquakes?: Building for Safety in Seismic Areas delivers an insightful and comprehensive analysis of the key lessons taught by building failures during earthquakes around the world. The book uses empirical evidence to describe the successes of earthquake engineering and disaster preparedness, as well as the failures that may have had tragic consequences.
Readers will learn what makes buildings in earthquake zones vulnerable, what can be done to design, build and maintain those buildings to reduce or eliminate that vulnerability, and what can be done to protect building occupants. Those who are responsible for the lives and safety of building occupants and visitors - architects, designers, engineers, and building owners or managers - will learn how to provide adequate safety in earthquake zones. The text offers useful and accessible answers to anyone interested in natural disasters generally and those who have specific concerns about the impact of earthquakes on the built environment.
Readers will benefit from the inclusion of:
A thorough introduction to how buildings have behaved in earthquakes, including a description of the world’s most lethal earthquakes and the fatality trend over time
An exploration of how buildings are constructed around the world, including considerations of the impact of climate and seismicity on home design
A discussion of what happens during an earthquake, including the types and levels of ground motion, landslides, tsunamis, and sequential effects, and how different types of buildings tend to behave in response to those phenomena
What different stakeholders can do to improve the earthquake safety of their buildings
The owners and managers of buildings in earthquake zones and those responsible for the safety of people who occupy or visit them will find Why Do Buildings Collapse in Earthquakes? Building for Safety in Seismic Areas essential reading, as will all architects, designers and engineers who design or refurbish buildings in earthquake zones.
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