Practices and procedures for site-specific evaluations of earthquake ground motions - Info and Reading Options
By Neven Matasovic
"Practices and procedures for site-specific evaluations of earthquake ground motions" was published by Transportation Research Board in 2012 - Washington, D.C, it has 78 pages and the language of the book is English.
“Practices and procedures for site-specific evaluations of earthquake ground motions” Metadata:
- Title: ➤ Practices and procedures for site-specific evaluations of earthquake ground motions
- Author: Neven Matasovic
- Language: English
- Number of Pages: 78
- Publisher: Transportation Research Board
- Publish Date: 2012
- Publish Location: Washington, D.C
“Practices and procedures for site-specific evaluations of earthquake ground motions” Subjects and Themes:
- Subjects: ➤ Soils - Testing - Pavements - Subgrades - Shear strength of soils - Measurement - Earthquake hazard analysis - Earthquake resistant design - Vibration - Seismology - Earthquakes - Design methods - Geological activities and processes - Ground movements - Planning stages - Seismic design - Seismicity
- Places: United States
Edition Specifications:
- Pagination: 78 p.
Edition Identifiers:
- The Open Library ID: OL31096581M - OL23257629W
- Online Computer Library Center (OCLC) ID: 793653117
- Library of Congress Control Number (LCCN): 2012932145
- ISBN-13: 9780309223553
- ISBN-10: 0309223555
- All ISBNs: 0309223555 - 9780309223553
AI-generated Review of “Practices and procedures for site-specific evaluations of earthquake ground motions”:
"Practices and procedures for site-specific evaluations of earthquake ground motions" Table Of Contents:
- 1- Introduction
- 2- Current state of evaluation of site effects on ground motions
- 3- Approach to survey of current practice
- 4- Survey responses and relevant literature
- 5- Conclusions and suggestions for further research
"Practices and procedures for site-specific evaluations of earthquake ground motions" Description:
The Open Library:
The current AASHTO specifications for seismic design mandate site-specific evaluation of the earthquake design ground motion (i.e., the acceleration response spectrum) for ground conditions termed Site Class F. In the AASHTO specifications, Site Class F soils include soft clay sites. These AASHTO specifications also allow discretionary site-specific analyses for other ground conditions and a reduction in mapped design ground motions of as much as 33% if justified by a site-specific ground motion analysis. Some state departments of transportation (DOTs) are taking advantage of this site response reduction provision, particularly in cases where pore pressure generation could lead to soil liquefaction-
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