國立虎尾科技大學 |

Seismic Fragility Assessment for Buildings due to Earthquake Excitation

Record Type:	Language materials, printed : Monograph/item
Title/Author:	Seismic Fragility Assessment for Buildings due to Earthquake Excitation/ by FADZLI MOHAMED NAZRI.
Author:	NAZRI, FADZLI MOHAMED.
Description:	VIII, 114 p. 38 illus., 32 illus. in color.online resource. :
Contained By:	Springer Nature eBook
Subject:	Engineering geology. -
Online resource:	https://doi.org/10.1007/978-981-10-7125-6
ISBN:	9789811071256

Seismic Fragility Assessment for Buildings due to Earthquake Excitation
NAZRI, FADZLI MOHAMED.

Seismic Fragility Assessment for Buildings due to Earthquake Excitation[electronic resource] /by FADZLI MOHAMED NAZRI. - 1st ed. 2018. - VIII, 114 p. 38 illus., 32 illus. in color.online resource. - SpringerBriefs in Computational Mechanics,2191-5342. - SpringerBriefs in Computational Mechanics,.

Introduction -- Overview of the Seismic Fragility Assessment -- Framework of the Assessment -- Performance of the Buildings Model due to the Nonlinear Analysis -- Summary.

This book presents a simplified approach to earthquake engineering by developing the fragility curve for regular and irregular moment-resisting frames based on different types of structural material, height, and ground motion records. It examines six sets of concrete and steel frames, which vary in terms of their height (3-, 6- and 9-storey) and include regular and irregular frames. Each structure frame was designed based on Eurocode 2 and 3 with the aid of Eurocode 8 for earthquake loading. The SAP2000 software was used as the main tool for the pushover analysis and incremental dynamic analysis. Readers are first provided with background information on the development of nonlinear analysis in earthquake engineering. Subsequently, each chapter begins with a detailed explanation of the collapse of the structures and the application in nonlinear analysis. As such, the book will greatly benefit students from both public and private institutions of higher, particularly those who are dealing with the subject of earthquake engineering for the first time. It also offers a valuable guide for Civil Engineering practitioners and researchers who have an interest in structural and earthquake engineering.

ISBN: 9789811071256

Standard No.: 10.1007/978-981-10-7125-6doiSubjects--Topical Terms:

558458
Engineering geology.

LC Class. No.: TA703-705.4

Dewey Class. No.: 624.15

Seismic Fragility Assessment for Buildings due to Earthquake Excitation
LDR:02806nam a22004215i 4500 001 992975
003 DE-He213
005 20200706224327.0
007 cr nn 008mamaa
008 201225s2018 si | s |||| 0|eng d
020 $a 9789811071256 $9 978-981-10-7125-6
024 7 $a 10.1007/978-981-10-7125-6 $2 doi
035 $a 978-981-10-7125-6
050 4 $a TA703-705.4
050 4 $a TA775-787
072 7 $a RBP $2 bicssc
072 7 $a SCI042000 $2 bisacsh
072 7 $a RBP $2 thema
072 7 $a RBGK $2 thema
082 0 4 $a 624.15 $2 23
100 1 $a NAZRI, FADZLI MOHAMED. $e author. $4 aut $4 http://id.loc.gov/vocabulary/relators/aut $3 1284536
245 1 0 $a Seismic Fragility Assessment for Buildings due to Earthquake Excitation $h [electronic resource] / $c by FADZLI MOHAMED NAZRI.
250 $a 1st ed. 2018.
264 1 $a Singapore : $b Springer Singapore : $b Imprint: Springer, $c 2018.
300 $a VIII, 114 p. 38 illus., 32 illus. in color. $b online resource.
336 $a text $b txt $2 rdacontent
337 $a computer $b c $2 rdamedia
338 $a online resource $b cr $2 rdacarrier
347 $a text file $b PDF $2 rda
490 1 $a SpringerBriefs in Computational Mechanics, $x 2191-5342
505 0 $a Introduction -- Overview of the Seismic Fragility Assessment -- Framework of the Assessment -- Performance of the Buildings Model due to the Nonlinear Analysis -- Summary.
520 $a This book presents a simplified approach to earthquake engineering by developing the fragility curve for regular and irregular moment-resisting frames based on different types of structural material, height, and ground motion records. It examines six sets of concrete and steel frames, which vary in terms of their height (3-, 6- and 9-storey) and include regular and irregular frames. Each structure frame was designed based on Eurocode 2 and 3 with the aid of Eurocode 8 for earthquake loading. The SAP2000 software was used as the main tool for the pushover analysis and incremental dynamic analysis. Readers are first provided with background information on the development of nonlinear analysis in earthquake engineering. Subsequently, each chapter begins with a detailed explanation of the collapse of the structures and the application in nonlinear analysis. As such, the book will greatly benefit students from both public and private institutions of higher, particularly those who are dealing with the subject of earthquake engineering for the first time. It also offers a valuable guide for Civil Engineering practitioners and researchers who have an interest in structural and earthquake engineering.
650 0 $a Engineering geology. $3 558458
650 0 $a Engineering—Geology. $3 1253941
650 0 $a Foundations. $3 565339
650 0 $a Hydraulics. $3 636781
650 0 $a Geotechnical engineering. $3 1024219
650 0 $a Buildings—Design and construction. $3 1254621
650 0 $a Building. $3 557609
650 0 $a Construction. $3 1254179
650 0 $a Engineering, Architectural. $3 845652
650 0 $a Structural materials. $3 1253576
650 1 4 $a Geoengineering, Foundations, Hydraulics. $3 768429
650 2 4 $a Geotechnical Engineering & Applied Earth Sciences. $3 815187
650 2 4 $a Building Construction and Design. $3 1114677
650 2 4 $a Structural Materials. $3 677176
710 2 $a SpringerLink (Online service) $3 593884
773 0 $t Springer Nature eBook
776 0 8 $i Printed edition: $z 9789811071249
776 0 8 $i Printed edition: $z 9789811071263
830 0 $a SpringerBriefs in Computational Mechanics, $x 2191-5342 $3 1254289
856 4 0 $u https://doi.org/10.1007/978-981-10-7125-6
912 $a ZDB-2-ENG
912 $a ZDB-2-SXE
950 $a Engineering (SpringerNature-11647)
950 $a Engineering (R0) (SpringerNature-43712)