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Last Loaded on Web: Monday, April 01, 2013
Earthquake Engineering Abstracts (EEA) provides comprehensive, authoritative coverage of earthquake engineering and earthquake hazard mitigation. EEA indexes and abstracts thousands of journal articles and meetings/conferences. Also included are research reports, research monographs, and technical reports, including Earthquake Engineering Research Center Reports and Pacific Earthquake Engineering Research Center Reports.
USE FILE 134to search for authoritative information relating to earthquake engineering. USE /TI AND /DEfor precise subject searching: S STRUCTURAL(W)DYNAMICS/TI,DEUSE RANKto find experts working in an area of interest. S DISASTER PLANNING?RANK AU
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Major areas of coverage include:
The EEA database includes information abstracted from several hundred scientific and technical journals, government and private agency reports, conference proceedings, books, and other publications.
| Dates Covered: | 1972 to the present |
|---|---|
| File Size: | Over 115,052 records as of August 2005 |
| Update Frequency: | Monthly |
| ACRONYM | CATEGORY NAME |
|---|---|
| ARCHITEC | Architecture |
| ENG | Engineering |
| GEOPHYS | Geophysics |
| GEOSCI | Geosciences |
| INSTRUM | Instrumentation and Control |
| MATERIAL | Materials |
| MECHENG | Mechanical Engineering |
| SAFETY | Safety |
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Earthquake Engineering Abstracts is produced by CSA. Questions concerning file content should be directed to: 7200 Wisconsin Avenue Bethesda, MD 20814
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Database copyrighted by CSA. All rights reserved. Although this database was formulated with a reasonable standard of care, CSA makes no representation or warranty, express or implied, as to the accuracy, completeness, merchantability, or fitness for use of the database. Except as set forth in Dialog's Electronic Redistribution and Archiving Policy, the database may not be reproduced, stored in machine-readable form, or transmitted by any means without the written permission of the publisher.
| DIALOG(R)File 134:Earthquake Engin. | |
| (c) 2005 CSA. All rts. reserv. | |
| 0000041138 IP ACCESSION NO: 200500585 | |
| /TI | Experimental Study on Seismic Performance Verification Method for RC |
| Members Using High-Strength Materials | |
| AU= | Okamoto, Masaru; Sato, Tsutomu; Tanimura, Yukihiro; Kuroiwa, Toshiyki |
| CS= | Structures Technology Division, Railway Technical Research Institute, Japan |
| JN=,SO=,PD= | Journal of Advanced Concrete Technology, v 2, n 2, p 223-231, 2004 |
| PY | PUBLICATION DATE: 2004 |
| PU= | PUBLISHER: Japan Concrete Institute, Sohgo Hanzomon Building, 12F, 1-7 |
| Kojimachi, Chiyoda-ku, Tokyo, 102-0083 | |
| CP= | COUNTRY OF PUBLICATION: Japan |
| PUBLISHER URL: http://www.jci-net.or.jp/indexULe.html | |
| PUBLISHER EMAIL: inoue@jci-net.or.jp | |
| DT= | DOCUMENT TYPE: Journal Article |
| RT= | RECORD TYPE: Abstract |
| LA= | LANGUAGE: English |
| SN= | ISSN: 1346-8014 |
| NOTES: Numerical Data; Graphs | |
| NO. OF REFS.: 8 | |
| FS= | FILE SEGMENT: Earthquake Engineering Abstracts |
| ABSTRACT: | |
| /AB | The current Japanese seismic design code on railway structures is |
| designed to verify whether the response calculated through dynamic analysis | |
| satisfies the seismic performance required for railway structures. The | |
| seismic performance of railway structures set forth in the code was | |
| determined through experimental studies on RC members using normal-strength | |
| materials (nominal concrete strength: 50 N/mm2 maximum; nominal yield | |
| strength of the reinforcement: 390 N/mm2 maximum). Therefore, when RC | |
| members are designed with high-strength reinforcement (nominal yield | |
| strength: higher than 390 N/mm2) and high-strength concrete (nominal | |
| compressive strength: higher than 50 N/mm2 ), it is necessary to evaluate | |
| the seismic performance of the members and reflect this in the design. For | |
| this purpose, cyclic loading tests were performed on RC members made of | |
| high-strength materials. This paper describes the results of studies | |
| performed to verify the applicability of the current Japanese railway | |
| structure design code to RC members using high-strength materials and to | |
| identify the key points in using high-strength materials. | |
| /DE | DESCRIPTORS: Dynamic structural analysis; Earthquake design; Railway |
| engineering; Reinforced concrete; Seismic engineering | |
| SEARCH SUFFIX |
DISPLAY CODE |
FIELD NAME |
INDEXING |
SELECT EXAMPLES |
|---|---|---|---|---|
| None | None | All Basic Index Fields | Word | S SEISMIC(W)PERFORMANCE |
| /AB | AB | Abstract | Word | S SEISMIC(W)DESIGN/AB |
| /DE | DE | Descriptor1 | Word & Phrase |
S STRUCTURAL(W)ANALYSIS/DE S EARTHQUAKE DESIGN?/DE |
| /ID | ID | Identifier | Word & Phrase |
S DYNAMICS/ID S STRUCTURAL ANALYSIS/ID |
| /TI | TI | Title | Word | S HIGH(W)STRENGTH(W)MATERIAL?/TI |
| SEARCH PREFIX |
DISPLAY CODE |
FIELD NAME |
INDEXING |
SELECT EXAMPLES |
|---|---|---|---|---|
| AA= | AA | CSA Accession Number | Phrase | S AA=200500585 |
| AU= | AU | Author | Phrase | S AU=OKAMOTO, M? |
| None | AZ | DIALOG Accession Number | ||
| BN= | BN | International Standard Book Number (ISBN) | Phrase | S BN=0-8194-5260-2 S BN=0819452602 |
| CD= | CD | Conference Date | Phrase | S CD=20040315 |
| CL= | CL | Conference Location | Word | S CL=(SAN(W)DIEGO) |
| CP= | CP | Country of Publication | Phrase | S CP=USA S CP=NEW ZEALAND |
| CS= | CS | Corporate Source | Word & Phrase |
S CS=(RAILWAY(5N)STRUCTURE?) S CS=STRUCTURES TECHNOLOGY DIV? |
| CT= | CT | Conference Title | Word | S CT=(ULTRAFAST(W)PHENOMENA) |
| CY= | CY | Conference Year | Phrase | S CY=2004 |
| DT= | DT | Document Type | Phrase | S DT=JOURNAL ARTICLE |
| FS= | FS | File Segment | Phrase | S FS=EARTHQUAKE ENGINEERING ABSTRACTS |
| None | II | Digital Object Identifier | ||
| JN= | JN | Journal Name | Phrase | S JN=JOURNAL OF ADVANCED CONCRETE? |
| LA= | LA | Language | Phrase | S LA=GERMAN |
| MC= | MC | Materials Classification | Phrase | S MC=AL, ALUMINUM BASE ALLOY? |
| ML= | ML | Materials | Phrase | S ML=KEVLAR 49 |
| NO= | NO | Document Number | Word & Phrase |
S NO=OCLC? S NO=OCLC 034348602 |
| None | NR | Number of References | ||
| None | NT | Note | ||
| PD= | PD | Publication Date | Phrase | S PD=20040000 |
| PU= | PU | Publisher | Word | S PU=(JAPAN(W)CONCRETE) |
| PY= | PY | Publication Year | Phrase | S PY=2004 |
| RN= | RN | Report Number | Word & Phrase |
S RN=5383 S RN=SPIE VOLUME 5383 |
| RT= | RT | Record Type | Phrase | S RT=ABSTRACT |
| SN= | SN | International Standard Serial Number (ISSN) | Phrase | S SN=1346-8014 |
| SO= | SO | Source Information | Word | S SO=(CONCRETE(W)TECHNOLOGY) |
| UD= | None | Update | Phrase | S UD=9999 |
| SUFFIX | FIELD NAME | EXAMPLES |
|---|---|---|
| /ABS | Record has an Abstract | S S3/ABS |
| /NOABS | Record is a Citation Only Record | S S3/NOABS |
| /YYYY | Publication Year | S S2/2004 |
| SORTABLE FIELDS | EXAMPLES |
|---|---|
| AA, AU, CS, JN, PY, TI | SORT S3/ALL/PY/D SORT S1/ALL/TI |
| RANK FIELDS | EXAMPLES |
|---|---|
| All phrase- and numeric-indexed fields in the Additional Indexes can be ranked. | RANK DE RANK AU S4 |
| Display codes listed in the Search Options tables can be used to customize output. | TYPE S3/AU,TI/1-5 PRINT S2/TI,AB/ALL |
| NO. |
DIALOGWEB FORMAT |
RECORD CONTENT |
|---|---|---|
| 1 | -- | DIALOG Accession Number |
| 2 | -- | Full Record except Abstract |
| 3 | Medium | Bibliographic Citation |
| 4 | -- | Full Record with Tagged Fields |
| 5 | -- | Full Record |
| 6 | Short | Title and Publication Year |
| 7 | Long | Bibliographic Citation and Abstract |
| 8 | Free | Title, Indexing, and Publication Year |
| 9 | Full | Full Record |
| FIELD NAME | EXAMPLES | ||
|---|---|---|---|
| If the accession number of a specific record is known, it can be used to display the recrod directly. | TYPE 0726149/5 DISPLAY 0074483/AU,TI PRINT 0301964/9 |
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