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The Wayback Machine - https://web.archive.org/web/20060314040629/http://library.dialog.com/bluesheets/html/bl0061.html

Civil Engineering Abstracts provides indexing and abstracting coverage of the world's technical literature in civil engineering. Also covered are the complementary fields of forensic engineering, management and marketing of engineering services, engineering education, theoretical mechanics and dynamics, and mathematics and computation. Over 3,000 serial titles published worldwide are covered as well as conference proceedings, books and monographs, and dissertations.



Tips

USE FILE 61

to search for all information relating to civil engineering topics.

USE /TI AND /DE

for precise subject searching:

     S FLOOD(W)MANAGEMENT/TI,DE

USE SUBJECT HEADINGS or

SUBJECT HEADING CODES

to narrow a search to a topic.

     S SH="MATHEMATICS AND COMPUTATION"
     S SC=63

USE RANK

to find experts working in an area of interest.

     S STRESS ANALYSIS
     RANK AU



Subject Coverage

Major areas of coverage include:

  • Buildings, towers, and storage tanks
  • Bridges and tunnels
  • Cartography and topology
  • Civil engineering
  • Coastal and offshore structures
  • Construction materials selection
  • Design and properties of substructures
  • Geotechnical engineering
  • Forensic engineering
  • Land development, irrigation, and drainage
  • Management, marketing, and education
  • Mathematics and computation
  • Pollution and conservation
  • Seismic engineering
  • Site remediation and reclamation
  • Storm water management and flood analysis
  • Surface and groundwater hydrology
  • Surveying and satellite communications
  • Theoretical mechanics and dynamics


Sources

The Civil Engineering Abstracts database includes information abstracted from over 3,000 scientific and technical journals, patents, government reports, conference proceedings, dissertations, books, and other publications. The database corresponds to the printCivil Engineering Abstracts.



Print Counterparts

  • Civil Engineering Abstracts


Dialog File Data

Dates Covered:1966 to the present
File Size:Over 427,507 records as of July 2005
Update Frequency:Monthly


Document Types Indexed

  • Reports
  • Books and Monographs
  • Conferences, Symposia, Meetings
  • Journal Articles
  • Theses and Dissertations


Geographic Coverage

  • International


Geographic Restrictions

  • None


Special Features


DialIndex/OneSearch Categories

ACRONYMCATEGORY NAME
ARCHITECArchitecture
CIVILENGCivil Engineering
ENGEngineering
ENVIRONEnvironment
GEOPHYSGeophysics
GEOSCIGeosciences
INSTRUMInstrumentation and Control
MATERIALMaterials
MATHMathematics
MECHENGMechanical Engineering
POLLUTPollution
WASTEWaste Management
WATERWater and Aquatic Sciences


Contact

Civil Engineering Abstracts is produced by CSA. Questions concerning file content should be directed to:

CSA
7200 Wisconsin Avenue
Bethesda, MD 20814

Telephone:301-961-6700
800 Line:800-843-7751
Fax:301-961-6720
E-Mail:sales@csa.com


Terms and Conditions

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 Standard Terms & Conditions apply.


SAMPLE RECORD

DIALOG(R)File 61:Civil Engin. Abs. 
(c) 2005 CSA. All rts. reserv. 
 
0000040870   IP ACCESSION NO: 200504-63-09686 
Extended immersed boundary method using FEM and RKPM 
Wang, Xiaodong; Liu, Wing Kam 
Department of Mechanical Engineering, Polytechnic University, Brooklyn, NY 
11201, USA 
Computer Methods in Applied Mechanics and Engineering, v 193, n 12-14, 
p 1305-1321, 26 Mar. 2004 
PUBLICATION DATE: 2004 
PUBLISHER: Elsevier Science Publishing Co., Inc., P.O. Box 882, Madison 
Square Station, New York, NY, 10159-0882 
COUNTRY OF PUBLICATION: USA 
PUBLISHER URL: http://www.elsevier.com 
PUBLISHER EMAIL: usinfo-f@elsevier.com 
 
DOCUMENT TYPE: Journal Article 
RECORD TYPE: Abstract 
LANGUAGE: English 
ISSN: 0045-7825 
NOTES: Graphs 
NO. OF REFS.: 23 
DOI: 10.101 6/j.cma.2003.12.024 
FILE SEGMENT:  Civil Engineering Abstracts 
 
ABSTRACT: 
  The proposed extended immersed boundary method (EIBM) has several 
distinct features in comparison with the immersed boundary (IB) method. In 
the IB method, the interaction between the immersed elastic boundary and 
the surrounding viscous fluid is replaced with an equivalent body force 
distribution within the fluid domain. The key ingredient of the IB method 
is the enforcement of the energy input from the equivalent body force into 
the fluid domain to be the same (at all time) as that of the elastic forces 
within the IB. In EIBM, instead of the volumeless immersed elastic 
boundary, we consider the submerged elastic solid which occupies a finite 
volume within the fluid domain. In particular, we replace the kinematic and 
dynamic matching of the fluid-solid interface and the effect of the 
submerged solid with a judiciously chosen collection of equivalent nodal 
forces calculated in the context of finite element formulations. The 
employment of the finite element representation enables a realistic stress 
analysis for the submerged solid subject to large deformations. Finally, in 
EIBM, we also replace the discretized delta function commonly used in the 
IB method with the kernel functions in meshless reproducing kernel particle 
method (RKPM). With this improvement, using the same finite support domain, 
we could improve the discretized delta function from C' to C" continuity, 
where n is chosen according to the required smoothness and resolution of 
such functions, and more importantly, enables the use of non-uniform 
meshing in the fluid domain. These extensions may eventually open doors to 
the modelling of complex biological fluid involving molecular, cellular, 
and flexible vessel-flow interactions. 
 
DESCRIPTORS:  Mathematical models; Boundaries; Fluids; Mathematical analysis; 
  Computational fluid dynamics; Fluid flow; Finite element method; 
  Equivalence; Delta function; Ingredients; Smoothness; Meshless methods; 
  Kinematics; Force distribution; Engineering; Stress analysis 
  Employment; Extensions 
SUBJ CATG: 63, Mathematics and Computation 
 


BASIC INDEX

SEARCH
SUFFIX		DISPLAY
CODE		FIELD NAME
INDEXING
SELECT EXAMPLES
NoneNoneAll Basic Index FieldsWordS IMMERSED(W)BOUNDARY
/ABABAbstractWordS VISCOUS(W)FLUID/AB
/DEDEDescriptor1Word
& Phrase		S STRESS(W)ANALYSIS/DE
S FLUID FLOW/DE
/IDIDIdentifierWord
& Phrase		S EXTRUSION/ID
S HEAT TRANSFER/ID
/SHSHSubject Category2WordS MATHEMATICS(1W)COMPUTATION/SH
/TITITitleWordS IMMERSED(W)BOUNDARY(W)METHOD/TI

1Also /DF.

2Searchable in the Basic Index and in the Additional Indexes.


ADDITIONAL INDEXES

SEARCH
PREFIX		DISPLAY
CODE		FIELD NAME
INDEXING
SELECT EXAMPLES
AA=AACSA Accession NumberPhraseS AA=200504-63-09686
AU=AUAuthorPhraseS AU=WANG, X?
NoneAZDIALOG Accession Number
BN=BNInternational Standard Book Number (ISBN)PhraseS BN=0-8194-5260-2
S BN=0819452602
CD=CDConference DatePhraseS CD=20040300
CL=CLConference LocationWordS CL=(SAN(W)JOSE)
CP=CPCountry of PublicationPhraseS CP=USA
S CP=NEW ZEALAND
CS=CSCorporate SourceWord
& Phrase		S CS=(MECHANICAL(S)ENGINEERING)
S CS=DEPARTMENT OF MECHANICAL?
CT=CTConference TitleWordS CT=(ULTRAFAST(W)PHENOMENA)
CY=CYConference YearPhraseS CY=2004
DT=DTDocument TypePhraseS DT=JOURNAL ARTICLE?
FS=FSFile SegmentPhraseS FS=CIVIL ENGINEERING ABSTRACTS
NoneIIDigital Object Identifier
JN=JNJournal NamePhraseS JN=COMPUTER METHODS?
LA=LALanguagePhraseS LA=GERMAN
MC=MCMaterials ClassificationPhraseS MC=ALUMINUM BASE ALLOY?
ML=MLMaterialsPhraseS ML=AL-4CU
NO=NODocument NumberWord
& Phrase		S NO=SPIE
S NO=SPIE-2506
NoneNRNumber of References
NoneNTNote
PD=PDPublication DatePhraseS PD=20040326
PU=PUPublisherWordS PU=(ELSEVIER(W)SCIENCE)
PY=PYPublication YearPhraseS PY=2004
RN=RNReport NumberWord
& Phrase		S RN=5383
S RN=SPIE VOLUME 5383
RT=RTRecord TypePhraseS RT=ABSTRACT
SC=SCSubject CategoryPhraseS SC=63
SH=SHSubject Category Text2PhraseS SH="MATHEMATICS AND COMPUTATION"
SN=SNInternational Standard Serial Number (ISSN)PhraseS SN=0045-7825
SO=SOSource InformationWordS SO=(APPLIED(W)MECHANICS)
UD=NoneUpdatePhraseS UD=9999


LIMIT

Sets and terms can be restricted by Basic Index suffixes, i.e., /AB, /CO, /DE, /DF, /ID, /IF, /SH, and /TI (e.g., S S5/DE), as well as by the following features:
SUFFIXFIELD NAMEEXAMPLES
/ABSRecord has an AbstractS S3/ABS
/NOABSRecord is a Citation Only RecordS S3/NOABS
/YYYYPublication YearS S2/2004


SORT

SORTABLE FIELDSEXAMPLES
AA, AU, CS, JN, PY, TISORT S3/ALL/PY/D
SORT S1/ALL/TI


RANK

RANK FIELDSEXAMPLES
All phrase- and numeric-indexed fields in the Additional Indexes can be ranked.RANK DE
RANK AU S4


USER-DEFINED FORMAT OPTIONS

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


PREDEFINED FORMAT OPTIONS

NO.
DIALOGWEB
FORMAT		RECORD CONTENT
1--DIALOG Accession Number
2--Full Record except Abstract
3MediumBibliographic Citation
4--Full Record with Tagged Fields
5--Full Record
6ShortTitle and Publication Year
7LongBibliographic Citation and Abstract
8FreeTitle, Indexing, and Publication Year
9FullFull Record


DIRECT RECORD ACCESS

FIELD NAMEEXAMPLES
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


Rates

Rates For File: Civil Engineering Abstracts[61]Cost per DialUnit:                 $6.20Cost per minute:                   $1.58Rank Elements                      $0.00ALERT (default)                    $3.50ALERT (Monthly)                    $3.50ALERT (Biweekly/twice a month) *   $3.50ALERT (Weekly)                 *   $3.50ALERT (Daily)                  *   $3.50ALERT (Intraday)               *   $3.50* = custom scheduled Alerts onlyFormat    Types   Prints     1    $0.00    $0.00     2    $2.50    $2.50     3    $2.50    $2.50     4    $2.50    $2.50     5    $2.50    $2.50     6    $0.00    $0.00     7    $2.50    $2.50     8    $0.00    $0.00     9    $2.50    $2.50    45    $2.50    $2.50KWIC95    $0.00       NAKWIC96    $0.00       NAREDIST/COPY Multiplier Table:      Range      Multiplier        1-2       1.00       3-25       1.50     26-100       3.00    101-200       4.00    201-500       6.00   501-1000       8.00 1001 or more    10.00ARCHIVE Multiplier Table:      Range      Multiplier       1-25       1.50     26-200       3.00    201-500       6.00   501-1000       8.00 1001 or more    10.00
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