civil engineering rrference books

8/13/2019 Civil Engineering Rrference Books

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Civil Engineering Books Collection

Link AASHTO 2005http://www.bestsharing.com/files/ms00 22!5"/AASHTO#20L$%'ri(ge#202005#20%)ll#20*(ition+S,.p(f.html

A-, S ""+0 &etailing an)al1http://www. share(.com/file/ !3!50!/5! 5e2a /A-,4S ""+0 4&*TA,L, 64 A 7AL.html

Proposed for Seismic Regulations for Precast Concrete Structureshttp://www.pci.org/pdf/publications/journal/2000/September !ctober/"# 00S$P%$&'$R !C%!'$R (.pdf

Seismic )esign and Construction of Precast Concrete 'uildings in *ew +ealandhttp://www.pci.org/pdf/publications/journal/2002/September !ctober/"# 02S$P%$&'$R !C%!'$R 2.pdf

Re,uirements for the -se of PR$SSS &oment Resisting rame S stemshttps://www.pci.org/pdf/publications/journal/200 /&arch 1pril/"# 0 &1RC 1PR3#4.pdf

)uctile Connections in Precast &oment Resisting rameshttp://www.pci.org/pdf/publications/journal/200(/&a "une/"# 0( &15 "-*$ 4.pdf

1C3 667 80 Reappro9ed 2002 download P) ;8;


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Part 2 : Code of Practice for Special Circumstances 68B4=Part ; : )esign Charts for Single Reinforced 'eams )oubl Reinforced 'eams andRectangular Columns 68B4=

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'ridge $ngineering:Construction and &aintenancePrinciples and 1pplications in $ngineering=

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DDDDDDDDDDDDDD'ridge $ngineering : Substructure )esign

Principles and 1pplications in $ngineering=http://rapidshare.com/files/6B;76646/'ridge@$ngineering@Substructure@)esign@0B 8;6(B62.rar DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD'ridge $ngineering : Seismic )esign

Principles and 1pplications in $ngineering=http://rapidshare.com/files/6B 72662/'ridge@$ngineering@Seismic@)esign@0B 8;6(B;8.rar DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD

DDDDDDDDDDDDDD11S %! Standard Specification for ighwa 'ridges 6(th $dhttp://rapidshare.com/files/ B677;0(/ERSS '.rar DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDC!*CR$%$ 'R3)E$ $*E3*$$R3*E:Performance and 1d9ancedhttp://rapidshare.com/files/6;27;B( /Concrete@'ridge@$ngineering@Performance@and@1d9ance
http://rapidshare.com/files/66491073/British_Standard.rarhttp://rapidshare.com/files/17603426/Bridge_Engineering_Construction_and_Maintenance_0849316847.rarhttp://rapidshare.com/files/17603426/Bridge_Engineering_Construction_and_Maintenance_0849316847.rarhttp://rapidshare.com/files/18371151/Bridge_Engineering_Substructure_Design_0849316812.rarhttp://rapidshare.com/files/18472112/Bridge_Engineering_Seismic_Design_0849316839.rarhttp://rapidshare.com/files/48177306/GRSSHB.rarhttp://rapidshare.com/files/13273864/Concrete_Bridge_Engineering_Performance_and_Advanced.rarhttp://rapidshare.com/files/66491073/British_Standard.rarhttp://rapidshare.com/files/17603426/Bridge_Engineering_Construction_and_Maintenance_0849316847.rarhttp://rapidshare.com/files/17603426/Bridge_Engineering_Construction_and_Maintenance_0849316847.rarhttp://rapidshare.com/files/18371151/Bridge_Engineering_Substructure_Design_0849316812.rarhttp://rapidshare.com/files/18472112/Bridge_Engineering_Seismic_Design_0849316839.rarhttp://rapidshare.com/files/48177306/GRSSHB.rarhttp://rapidshare.com/files/13273864/Concrete_Bridge_Engineering_Performance_and_Advanced.rar


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d.rar DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD'R3)E$ $*E3*$$R3*Ehttp://w6;.eas share.com/62468B;.htmlF 66

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http://rapidshare.com/files/;248 ;76/Pile.)esign.and.Construction.Practice 0 686B 40;.rar DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD

!-*)1%3!* 1*1#5S3S and )$S3E* 4th $dhttp://rapidshare.com/files/87B040(/bowles@ @foundation@anal sis@[email protected]

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3*3%$ $#$&$*% &$% !): 1 Practical Coursehttp://rapidshare.com/files/2;;2660/%he in$lement&ethodpracticalcourse@mu a.rar

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http://wir anto.files.wordpress.com/200(/66/600 s( .pdf DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD"oel &. 'arron and &ar 'eth ). ueste. 200 =. K)iaphragm $ffects in Rectangular ReinforcedConcrete 'uildingsL 1C3 Structural "ournal A. 606 / 4

http://wir anto.files.wordpress.com/200(/66/acidiaphragm.pdf DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDuan . Correal &. Saiid Saiidi )a9id Sanders and Saad $l 1HaH . 2007=. KSha


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DDDDDDDDDDDDDDung "en #ee and "en >en Go. 2007=.L$ccentric Reinforced Concrete 'eam Column

Connections Subjected to C clic #oading in Principal )irectionsL 1C3 Structural "ournal A.60 / http://www.boJ.net/shared/Bl2Jn(cj0u

DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD1leJandros E. %sonos. 2007=. KC clic #oad 'eha9ior of Reinforced Concrete 'eam ColumnSubassemblages of &odern StructuresL 1C3 Structural "ournal A. 60 / http://www.boJ.net/shared/0o02gth;7< DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD

*am o #ee Gang Si< Gim Chang "oon 'ang and Gwang R eon Parolf and Robert ". rosch

rom the Sept. !ct. 200( 1C3 Structural "ournal=http://www.boJ.net/shared/


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.". Aecchio and S. 'alopoulou . 6880=. K!n the nonlinear beha9iour of reinforced concreteframesL Can. ". Ci9. $ng. 67: (8B 70

http://wir anto.files.wordpress.com/200(/66/jp62.pdf DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDR.E. Selb and .". Aecchio . 6887=. K1 constituti9e model for anal sis of reinforced concretesolidsL Can. ". Ci9. $ng. 2 : (0 70http://wir anto.files.wordpress.com/200(/66/jp27.pdf DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD). S9eco9a and R.". $den . 200 =. K leJural and shear strengthening of timber beams usingglass fibre reinforced pol mer bars an eJperimental in9estigationL Can. ". Ci9. $ng. ;6:

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http://www.boJ.net/public/efgjJ82illiam Ca9ers and Eordon 1. enton . 200 =. K1n e9aluation of pile cap design methods inaccordance with the Canadian design standardL Can. ". Ci9. $ng. ;6: 608 668http://wir anto.files.wordpress.com/200(/66/l0; 074.pdf DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD1ftab 1. &ufti 'aidar 'a


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#ip . %eh. 200 =.L'eam element 9erification for ;) elastic steel frame anal sisL Computersand Structures B2 200 = 66(76678

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$. &onto a .". Aecchio S.1. Sheion Gang )ong o #ee . 200;=. K ull scale testing of space steelframe subjected to proportional loadsL $ngineering Structures 24 200;= (8 78http://www.boJ.net/public/l48hittailson . 200;=. K$arth,ua


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DDDDDDDDDDDDD>. . &unse . 68(7=. K igh Strength 'oltingL 13SC $ngineering "ournal "anuar 68(7http://wir anto.files.wordpress.com/200(/66/0 @[email protected])DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD

1. #all and >. 1. &ile< "R.. 68(8=. K'ridge Construction )etailsL 13SC $ngineering"ournal "anuar 68(8http://www.boJ.net/public/760m 9upjsDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD1llen $. >ehrmeister. 68(8=. K-se of -ltrasonic %esting in the Structural Steel 3ndustr L 13SC$ngineering "ournal 1pril 68(8http://www.boJ.net/public/cs2,ne72 8DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDR. . R. %ide 1nd %. A. Ealambos . 6870=. KComposite !pen >eb Steel "oistsL 13SC

$ngineering "ournal "anuar 6870http://www.boJ.net/public/9r0t92(fm0DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD

aHlur R. Ghan and 1nthon . *assetta. 6870=.L%emperature $ffects on %all Steel ramed'uildings Part ; )esign ConsiderationsL 13SC $ngineering "ournal !ctober 6870http://www.boJ.net/public/dh


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$ngineering "ournal irst Quarter http://wir anto.files.wordpress.com/200(/66/26@6@0;2.P)DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD&ichael P. Cohen . 68B(=. K)esign Solutions -tiliHing the Staggered steel %russ S stemL

$ngineering "ournal %hird Quarter http://wir anto.files.wordpress.com/200(/66/2(4@[email protected] DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD#ambert %all . 68B8=. K%he Reinforcement of Steel ColumnsL $ngineering "ournal irst Quarter68B8http://www.boJ.net/public/i(lpmre(0nDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD&ar< 1. 'radford . 6886=. K'uc. &cEuire . 6882=. KComputers and Steel )esignL $ngineering "ournal ourth Quarter http://wir anto.files.wordpress.com/200(/66/computer and steel design wmc guire.pdf DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD$ngineering "ournal Aol. 28 tahun 6882http://wir anto.wordpress.com/200(/62/6 /engineering journal 9ol28 th 6882 leng


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1.& Citipitioglu R.&. aj 1li ).>. >hite . 2002=. KRefined ;) finite element modeling of partiall restrained connections including slipL "ournal of Constructional Steel Research 4B

2002= 884 606;http://wir anto.files.wordpress.com/200(/66/steel@connection@[email protected] DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD

DDDDDDDDDDDDD"!-R*1# of P$R !R&1*C$ ! C!*S%R-C%$) 1C3#3%3$S 1SC$

.". Aecchio . 2002=. KContribution of *onlinear inite $lement 1nal sis to $9aluation of %woStructural Concrete ailuresL "ournal of Performance of Constructed acilities Aol. 6( *o.;1ugust 6 2002http://wir anto.files.wordpress.com/200(/66/jp .pdf DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD

rederic< R. RutH and Ge9in #. Rens. 2007=.L>ind #oads for 68th Centur 'ridges: )esign$9olution istoric ailures and &odern Preser9ationL "ournal of Performance of Constructed

acilities Aol. 26 *o.2 1pril 6 2007http://www.boJ.net/shared/r69ha


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erhun C. Caner and +dene< P. 'aHant . 2002=.L#ateral Confinement *eeded to SuppressSoftening of Concrete in CompressionL "ournal of $ngineering &echanics Aol.62B / 62http://www.boJ.net/public/,jpjiumo2hDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD

#ip . %eh. 2004=.LSpatial Rotation Ginematics and leJural %orsional 'uc. !T&alle 333 . 6888=. K3nteracti9e )esign of Semirigid Steel

ramesL "ournal of Structural $ngineering &a 6888http://www.boJ.net/public/ei;Bm o2,JDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD&.1. Pola< and .". Aecchio . 688;=. K*onlinear 1nal sis of Reinforced Concrete ShellsL"ournal of Structural $ngineering Aol.668 / 62http://wir anto.files.wordpress.com/200(/66/jp68.pdf
http://www.box.net/public/qjpjiumo2hhttp://www.box.net/public/g6joy313jzhttp://www.box.net/shared/m0epy3y8rqhttp://www.box.net/public/xqup9h3sknhttp://www.box.net/shared/pcx5rr3o6ohttp://www.box.net/shared/dxhv81mg3nhttp://www.box.net/shared/555ufxtpnhhttp://www.box.net/public/ei38m4o2qxhttp://wiryanto.files.wordpress.com/2006/11/jp19.pdfhttp://www.box.net/public/qjpjiumo2hhttp://www.box.net/public/g6joy313jzhttp://www.box.net/shared/m0epy3y8rqhttp://www.box.net/public/xqup9h3sknhttp://www.box.net/shared/pcx5rr3o6ohttp://www.box.net/shared/dxhv81mg3nhttp://www.box.net/shared/555ufxtpnhhttp://www.box.net/public/ei38m4o2qxhttp://wiryanto.files.wordpress.com/2006/11/jp19.pdf


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DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD"oseph &. 'racci Sashi G. Gunnath and 1ndrei &. Reinhorn . 6887=. KSeismic Performance andRetrofit $9aluation of Reinforced Concrete StructuresL "ournal of Structural $nginering Aol.62; / 6

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DDDDDDDDDDDDDDAu Phan &. Saiid Saiidi "ohn 1nderson and amid Ehasemi. 2007=. K*ear ault Eround&otion $ffects on Reinforced Concrete 'ridge ColumnsL "ournal of Structural $ngineeringAol. 6;; *o. 7http://www.boJ.net/shared/dg


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DDDDDDDDDDDDDD1. +ureic< and R. *a,ib . 6888=. K oriHontall Cur9ed Steel 3 Eirders State of %he 1rt 1nal sis&ethodsL "ournal of 'ridge $ngineering Aol. / 6http://wir anto.files.wordpress.com/200(/66/horiHontall cur9ed steel i girders state of the artanal s.pdf

DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDConstantine C. Sp ra


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mun cable st.pdf DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDEregor P. >ollmann. 2006=.LPreliminar 1nal sis of Suspension 'ridgesL "ournal of 'ridge$ngineering Aol.( *o.

http://www.boJ.net/public/nspjt7 tgr DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD&. Schlaich . 2006=. K$rection of Cable Sta ed 'ridges a9ing Composite )ecith PrecastConcrete SlabsL "ournal of 'ridge $ngineering Aol. ( / 4http://wir anto.files.wordpress.com/200(/66/erection of cable sta ed bridges ha9ing compositedec. &. Gim Roddis . 2002=.L1nal tic &odel of #ong Span Self Shored1rch 'ridgeL "ournal of 'ridge $ngineering Aol.7 *o.6http://www.boJ.net/public/a6j 2;;JiDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDGhaled &. Sennah and "ohn '. Genned . 2002=.L#iterature Re9iew in 1nal sis of 'oJ Eirder'ridgesL "ournal of 'ridge $ngineering Aol.7 *o.2http://www.boJ.net/public/B8cpe2;fbDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD1hmad &. 3tani &ichael 'runeau # le Carden and 3an E. 'uc


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Shunsu +$1#1*)"ohn 'utterworth . 2000=. K)uctile Concentricall 'raced rames using Slotted 'olted "ointsLS$S!C "ournal Aol. 6; *o.6 1pril 2000http://wir anto.files.wordpress.com/200(/66/Jbracesesoc.pdf DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD"!-R*1# of >3*) $*E3*$$R3*E and 3*)-S%R31# 1$R!)5*1&3CS

%oshio &i ata. 200;=.L istorical 9iew of long span bridge aerod namicsL "ournal of >ind$ngineering and 3ndustrial 1erod namics 86 200;= 6;8; 6 60

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Genneth ". >right and &atthew 1. 'unner . 6887=. K igh Strength Steel Reduces %russ Costs:1 new bridge across the Chel an Ri9er in >est Airginia utiliHed Er.;( 40 and 70 steelsL&odern Steel Construction / !ctober 6887http://www.boJ.net/public/h 28 od0t9DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDSte9en 1. >einhold P.$. . 6887=. K$rection $ngineering or Steel 'ridge SuperstructuresL&odern Steel Construction / !ctober 6887http://www.boJ.net/public/m;0;(,ate6DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD&ichael $. %run


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http://www.boJ.net/public/;oai46 bfgDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD#awrence E. Eriffis . 200(=. 1 Culture of )iscipline: Structural engineers must approach theirwor< with diligence and a great sense of responsibilit to themsel9es their firms and societ L

&odern Steel Construction / )ecember 200(http://www.boJ.net/public/dmf69itcoaDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDPC3 "!-R*1#

&.". *igel Priestle S. Sri= Sritharan "ames R. Conle Stefano Pampanin. 6888=.KPreliminar Results and Conclusions rom the PR$SSS i9e Stor Precast Concrete %est'uildingL PC3 "!-R*1# *o9ember )ecember 6888http://www.boJ.net/shared/4lui6 7f47DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD

DDDDDDDDDDDDDDSidne reedman . 6888=. K#oadbearing 1rchitectural Precast Concrete >all PanelsL PC3"!-R*1# September !ctober 6888http://www.boJ.net/shared/tcp0tfH2g2DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDR!51# 1C1)$&5 of $*E3*$$R3*E

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DDDDDDDDDDDDDDC. E. Papanicolaou and %. C. %riantafillou . 200 =. K1nal sis and minimum cost design ofconcrete sandwich panels under out of plane loadingL Structural Concrete 200 Aol.4 *o 6http://www.boJ.net/public/tuj,H ff86DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD

DDDDDDDDDDDDDDS%R-C%-R1# $*E3*$$R3*E 3*%$R*1%3!*1#

&ichel AirlogeuJ Claude Ser9ant "ean &arie Cremer "ean Pierre &artin &arc 'uonomo.2004=. K&illau Aiaduct ranceL Structural $ngineering 3nternational 6/2004

http://www.boJ.net/public/ossgffjhsBDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD

ederico &. &aHHolani. 200(=. KStructural 1pplications of 1luminium in Ci9il $ngineeringLStructural $ngineering 3nternational /200(http://www.boJ.net/public/hn2aB l2f

DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD% 3* >1##$) S%R-C%-R$S $#S$A3$R

G. . Chung V G. . 3p. 2000=.L inite element modeling of bolted connections betweencoldformed steel strips and hot rolled steel plates under static shear loadingL $ngineeringStructures 22 2000= 627662Bhttp://www.boJ.net/shared/iedn(jdo6(DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD

.C. o G. . Chung . 200(=. K1nal tical prediction on deformation characteristics of lapped

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Civil Engineering books bro se b" categor"4

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Construction Engineering

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Traffic Engineering

$rrigation % Drainage Eng.

Surveying & To!ogra!hy

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Vibration of Solids and Structures Under Moving Loads'9 La(isla; %r9ba

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recast restresse( -oncrete arking Str)ct)res: $ecommen(e( ractice for &esign an(-onstr)ction'9 ci -ommittee On arking arketing D ro

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seismic design code re,uirements is both complicated and difficult.

)esign of Seismic 3solated Structures pro9ides complete up to date co9erage of seismicisolation complete with a s stematic de9elopment of concepts in theor and practicalapplication supplemented b numerical eJamples. %his boo


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Structural >ood )esign: 1 Practice !riented 1pproach' $bi $g!a"ere6 @ason =igil

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1 simple practical and concise guide to timber design%o full understand structural design in wood it is not sufficient to consider theindi9idual components in isolation. Structural >ood )esign: 1 Practice !riented1pproach -sing the 1S) &ethod offers an integrati9e approach to structural wooddesign that considers the design of the indi9idual wood members in the conteJt of the


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complete wood structure so that all of the structural components and connectors worood )esign will prepare students for appl ing the fundamentals of structural wood design tot pical projects and will ser9e as a hand resource for practicing engineers architects and

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1d9anced 1nal sis and )esign of Steel rames' Gou iang -i6 @in @in -i

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Steel frames are used in man commercial high rise buildings as well as industrialstructures such as ore mines and oilrigs. $nabling construction of e9er lighter and saferstructures steel frames ha9e become an important topic for engineers.%his boo< split into two parts co9ering ad9anced anal sis and ad9anced design of steelframes guides the reader from a broad arra of frame elements through to ad9anceddesign methods such as deterministic reliabilit and s stem reliabilit design


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anal sis of elastic buc


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%he designer specifier and manufacturer of sandwich panels all re,uire a great deal ofinformation on a wide range of subjects. %his boo< was written b a group of $uropeaneJperts under the editorship of a -G specialist in lightweight construction. 3t pro9idesguidance on

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%he boo< concludes with some numerical design eJamples and is highl illustratedthroughout

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Eround 1nchors and 1nchored Structures' Petros P. Dant!akos

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%reating anchorages as a direct application of the laws of statics and the theoriesgo9erning the transfer of load this boo< focuses on designs that are safe and reasonabl

priced. 3t is di9ided into two parts. ollowing a general introduction in the first chapterPart !ne goes on to eJplore anchor s stems components installation and constructiondetails. Presents special anchor s stems such as eJtractable compression t pe multibelland regroutable anchors. 1nal Hes the transfer of load and its relation to failure modesand anchor load capacit deals with design considerations co9ers mechanisms and t pesof corrosion and details anchor stressing testing programs and e9aluation standards.

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%imber )esigners^ &anual' E. C. 5 elton6 @. $. Baird

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1ll the design methods presented b the author compl with the current -.S. buildingcodes. References to these codes are pro9ided throughout the teJt helping readersunderstand how the are integrated into an o9erall structural design.

$9er thing readers need to create sound designs from anal sis to design implementationis pro9ided including:V )oHens of wor


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Str)ct)ral Timber &esign to *)roco(e 5'9 (ac) "orteous* A+dy ,ermani

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Ci9il $ngineer^s Reference 'oo< ourth $dition

'oo< )escription1fter an eJamination of fundamental theories as applied to ci9il engineering authoritati9eco9erage is included on design practice for certain materials and specific structures andapplications and a particular feature is the incorporation of chapters on construction and site

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'oo< 3nfoCompletel re9ised and updated. Concise and comprehensi9e sur9e of the fundamentals theorand current practice in the man branches of ci9il engineering.

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Guide to Design Criteri !or Bolted nd Ri"eted #oints$ %ndEdition' Eeoffre #. Gula< "ohn >. isher "ohn . 1. Strui< V Publisher: >ile 3nterscienceV *umber !f Pages: ;42

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Seismic Design for uildings

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Structural and Stress $nal"sis6 Second Edition' %. . E. &egsonV Publisher: 'utterworth einemannV *umber !f Pages: 7V Publication )ate: 2004 0 64V 3S'* 60 / 1S3*: 0740((2262V 3S'* 6; / $1*: 87B0740((2264Product 'escriptionStructural anal sis is the corner stone of ci9il engineering and all students must obtain athorough understanding of the techni,ues a9ailable to anal se and predict stress in an structure.

%he new edition of this popular teJtboo< pro9ides the student with a comprehensi9e introductionto all t pes of structural and stress anal sis starting from an eJplanation of the basic principlesof statics normal and shear force and bending moments and torsion. 'uilding on the success ofthe first edition new material on structural d namics and finite element method has beenincluded.

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Concrete Structures Stresses and 'eformations' 1min EhaliV Publisher: Spon PressV *umber !f Pages: 40V Publication )ate: 2002 04 0;V 3S'* 60 / 1S3*: 0 642 7267V 3S'* 6; / $1*: 87B0 642 726'oo< )escription:%he authors present accurate and eas to appl methods of anal sing immediate and long termstresses and deformations. Comprehensi9el updated the third edition of Concrete Structures

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Structural ) namics and Aibration in Practice1n $ngineering andboo< ' )ouglas %horbV Publisher: 'utterworth einemannV *umber !f Pages: 20

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Concrete &icrostructure Properties and &aterials' P. Gumar &ehta Paulo ".&. &onteiro VPublisher: &cEraw ill Professional V

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%his teJtboo< presents the art and science of concrete in a simple clear hands on mannerfocusing on the following: Cement and concrete are predicted to be the premier building materialof the 26st Centur 3ncludes uni,ue diagrams photographs and summar tables -pdated toinclude new chapters on non destructi9e methods for concrete future challenges in concretetechnolog an increased number of eJamples of concrete applications and new de9elopments indurabilit

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Product )escription:1bstract: %he 'uilding Code Re,uirements for Structural Concrete Code= co9ers the materials design andconstruction of structural concrete used in buildings and where applicable in nonbuilding structures. %he Code alsoco9ers the strength e9aluation of eJisting concrete structures. 1mong the subjects co9ered are: drawings andspecifications inspection materials durabilit re,uirements concrete ,ualit miJing and placing formworf_3einforced_Concrete.rar

'esign Guidance for Strengt!ening Concrete Structuresusing Fibre Composite )aterials

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&asonr Structures 1C3 4;0.6 02= which are referenced b the 200; 3nternational 'uildingCode and the * P1 4000.%opics co9ered in the guide include masonr materials testing ,ualit assurance ,ualitcontrol construction methods structural design and seismic detailing re,uirements. &ajorre9isions include:

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)ec!anics of )aterials1 &odern 3ntegration of &echanics and &aterials in Structural )esign' Christopher "en


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a set of 9irtual labs. Separate site areas are a9ailable for the instructor and students.

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Engineering Roc) Mechanics'9 E. A. H)(son1 Eohn . Harrison= )blisher: ergamon ress ,nc= )mber Of ages: 5"= )blication &ate: !+0"+0= ,S' + 0 / AS, : 00


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* P1 4000: 'uilding Construction and Safet Code 200( $dition

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Soil Sampling and )et!ods of $nal"sis6 2nd Edition' $.E. Eregorich &.R. Carter V Publisher: CRCV *umber !f Pages: 62(V Publication )ate: 2007 0B 0;V 3S'* 60 / 1S3*: 0B 8;;4B(BV 3S'* 6; / $1*: 87B0B 8;;4B(0Book 'escription%horoughl updated and re9ised this second edition of the bestselling Soil Sampling and&ethods of 1nal sis presents se9eral new chapters in the areas of biological and ph sicalanal sis and soil sampling. Reflecting the burgeoning interest in soil ecolog new contributionsdescribe the growing number and assortment of new microbiological techni,ues describe indepth methods and demonstrate new tools that characteriHe the d namics and chemistr of soilorganic matter and soil testing for plant nutrients. 1 completel new section de9oted to soilwater re9iews up to date field and laborator based methods for saturated and unsaturated soilh draulic properties. Retaining the eas to follow coo


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edition pro9ides a compilation of soil anal tical techni,ues that are fast straightforward andrelati9el eas to use. ea9il referenced peer re9iewed contributions from approJimatel 640specialists ma% )>' .rar


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Fundamentals of Soil Be!avior' "ames G. &itchell Genichi SogaV Publisher: >ileV *umber !f Pages: 482V Publication )ate: 2004 04 24V 3S'* 60 / 1S3*: 0 76 (;027V 3S'* 6; / $1*: 87B0 76 (;02;Book 'escription%he impro9ed new edition of the classic boo< on the ph sical properties of soil

undamentals of Soil 'eha9ior %hird $dition is the thoroughl updated eJpanded and re9isededition of this highl distinguished publication in geotechnical engineering. illed with usefultables and graphs illustrating correlations among composition classification state and static andd namic properties this %hird $dition continues the tradition of pro9iding the latest informationon the ph sical properties of soil and the fundamentals of its beha9ior o9er time.Students and bus professionals will connect with this new edition^s timesa9ing streamlinedformat and its greater emphasis on practical eJercise problems in9ol9ing ad9anced concepts of


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soil beha9ior. !ther must read features of this %hird $dition include:V *ew eJpanded material on micro mechanical beha9ior at the particulate le9el and itsinfluences on engineering properties at the macro scaleV 1 new chapter on time effects on soil deformation at different stress and strain le9elsV *ew co9erage of such important topics as en9ironmental geotechnics biological influences on

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Soil Strengt! and Slope Stabilit"' ". &ichael )uncan Stephen E. >rightV Publisher: >ileV *umber !f Pages: ;62V Publication )ate: 2004 06 24V 3S'* 60 / 1S3*: 0 76(86(;6V 3S'* 6; / $1*: 87B0 76(86(;6Book 'escription1uthoritati9e state of the art guidance to soil strength and slope stabilit anal sis%hrough clear concise language and practical eJamples Soil Strength and Slope Stabilitdescribes state of the art methods for e9aluating soil strength and for anal sis design andstabiliHation of slopes in soil. %he principles of limit e,uilibrium anal sis and appropriate use ofcomputer programs are emphasiHed. &ethods are described for checritten b two recogniHed eJperts in the field Soil Strength and Slope Stabilit features:


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V Case histories of landslides emban


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9nsaturated Soil )ec!anics' *ing #u >illiam ". #iileV *umber !f Pages: 4BV Publication )ate: 200 04 20V 3S'* 60 / 1S3*: 0 76 7;64V 3S'* 6; / $1*: 87B0 76 7;6;Book 'escription-nsaturated Soil &echanics is the first boo< to pro9ide a comprehensi9e introduction to thefundamental principles of unsaturated soil mechanics.V !ffers eJtensi9e sample problems with an accompan ing solutions manual.V 'rings together the rapid ad9ances in research in unsaturated soil mechanics in one focused9olume.V Co9ers ad9ances in effecti9e stress and suction and h draulic conducti9it measurementno pass rared pdf 1/)


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Strength of Materials and Structures'9 -arl T. %. $oss1DnbspThe late Eohn -ase1DnbspA. -hil;er1= )blisher: ')tterworth+Heinemann= )mber Of ages: !0"= )blication &ate: +0


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Concrete ' teri ls$ %nd Edition(ro)erties$ S)eci!ic tions$ nd Testing' Sandor Popo9ics

V Publisher: *o es PublicationsV *umber !f Pages: ((6V Publication )ate: 6882 06 06V 3S'* 60 / 1S3*: 0B6446;0B8V 3S'* 6; / $1*: 87B0B6446;0B7Book 'escription%his boo< presents an in depth approach to concrete ingredients and their relationships to

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o) can co)nt on thoro)gh1 (etaile( co;erage of ke9 topics1 incl)(ing: pro()cts an( materialsmortar1 gro)t1 an( concrete miGes form work an( reinforcements site an( lan(scape elementswall an( floor s9stems an( m)ch more. ,n;al)able for those working in both the commercialan( resi(ential markets1 here is the single (efiniti;e ;ol)me on concrete an( masonr9.

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Publisher: 'utterworth einemann *umber !f Pages: ;(B

Publication )ate: 200 0; 6B3S'* 60 / 1S3*: 0740(48622

3S'* 6; / $1*: 87B0740(4862;'oo< )escription:%his classic teJtboo< is a comprehensi9e introduction to structural steelwor< design.%he booile 'lac


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Steel Structures: )esign and 'eha9ior th $dition=' Charles E. Salmon "ohn $. "ohnsonV Publisher: Prentice allV *umber !f Pages: 602

V Publication )ate: 6887 06 67V 3S'* 60 / 1S3*: 0(7;887B(;V 3S'* 6; / $1*: 87B0(7;887B(8Summar : %he best steel design reference%his boo< co9ers the basics and fundamentals of steel design in such a wa that pro9ides a greatreference for the structural engineering student or professional. Possibl the best boo< ou canfind in the field.3^9e been using it since graduate school and through the ears as a consultant in structuralengineering

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Organic aterials in -i;il *ngineering'9 ;es o)ton

= )blisher: ,ST* )blishing -ompan9= )mber Of ages: 320

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'ook &escription:

This book pro;i(es an in;entor9 of organic materials an( pro()cts1 the ma?or components of allci;il engineering pro?ects1 in terms of their scientific an( technical backgro)n(1 incl)(ing thereg)lations that co;er their )se an( their pre(icte( )sef)l life.

S)ch materials incl)(e: bit)men on the roa(s geoteGtiles for retaining walls membranes forbri(ges t)nnel an( reser;oir waterproofing paint bin(ers to protect metallic an( concretestr)ct)res or to create roa( markings in?ection resins gl)ing pro()cts concrete a(miGt)resan( composite materials.The presentation is base( on a ph9sicochemical approach1 which is essential if these pro()ctsare to be consi(ere( as part of s)stainable (e;elopment: as s)ch1 those st)(9ing or working inthese fiel(s will fin( this an in;al)able so)rce of information.

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Strengt!ening of +einforced ConcreteStructures'V Publisher: >oodhead PublishingV *umber !f Pages: ;42V Publication )ate: 6888 0;V 3S'* / 1S3*: 6B447;;7B6

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Failed Stone Problems and Solutions it! Concrete and )asonr"

' Patric< #oughranV Publisher: 'ir


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#ightweight 1ggregate Concrete' Satish Chandra #eif 'erntssonV Publisher: *o es )ata Corporation/*o es PublicationsV *umber !f Pages: 40V Publication )ate: 2002 0( 64V 3S'* 60 / 1S3*: 0B6446 B(7V 3S'* 6; / $1*: 87B0B6446 B(2'oo< )escription:>ritten to gi9e an o9erall picture of #>1C from the historical bac


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selecting secon(ar9 framing1 walls1 roofs1 an( m)ch1 m)ch more. This is the one book that is am)st+ha;e for an9 professional in;ol;e( with pre+engineere( b)il(ings

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Construction of &arine and !ffshore Structures %hird $dition' "r 'en C. Eerwic< V Publisher: CRCV *umber !f Pages: B6;V Publication )ate: 2007 0; 04V 3S'* 60 / 1S3*: 0B 8;;0426V 3S'* 6; / $1*: 87B0B 8;;0420'oo< )escription:

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and accessibl this boo< steers ou awa from the pitfalls and toward the successfulimplementation of principles that can bring our marine and offshore projects to life

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%he Seismic )esign andboo< ' arHad *aeimV Publisher: Springer V *umber !f Pages: B BV Publication )ate: 2006 0; ;6V 3S'* 60 / 1S3*: 0782;7;06V 3S'* 6; / $1*: 87B0782;7;06B'oo< )escription:%he Seismic )esign andboo< is a primar resource for both researchers and teachers in the


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3S'*: 0 6868(;07%itle: Corrosion of Steel in Concrete1uthor: ".P. 'roomfieldPublisher: %a lor ? rancisPublication )ate: 688( 62 06

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-omp)tational echanics in Str)ct)ral *ngineering'9 %. . -heng1Dnbsp )anGian 6)1= )blisher: *lse;ier Science= )mber Of ages: 3 2= )blication &ate: +03+0= ,S' / AS, : 00


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1d9anced Ci9il 3nfrastructure &aterials: 1d9ancements in Science and &echanics'V Publisher: >oodhead Publishing #tdV *umber !f Pages: ;7(V Publication )ate: 200( 0 ;0V 3S'* / 1S3*: 6B447;8 ;7

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Soil 'eha;io)r in *arth@)ake 6eotechnics OGfor( *ngineering Science SeriesI'9 Ben?i ,shihara= )blisher: OGfor( 7ni;ersit9 ress1 7SA= )mber Of ages: 3"0

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Ton9 H)nt>s Str)ct)res otebook1 Secon( *(ition'9 Ton9 H)nt= )blisher: Architect)ral ress= )mber Of ages: "= )blication &ate: 2003+0"+30= ,S' + 0 / AS, : 0!50"5< !5= ,S' + 3 / *A : !


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str)ct)res.

The book is (i;i(e( into se;en main sections1 in a logical se@)ence1 an( is written in simplelang)age. *ach section1 relate( to its teGt1 has a comprehensi;e set of han(+(rawn sketcheswhich show1 as simpl9 as possible1 what the teGt is abo)t. The book is almost totall9 non+

mathematical since the a)thor belie;es ;er9 strongl9 that str)ct)ral beha;io)r can be)n(erstoo( best b9 (iagrams an( simple (escriptions an( that mathematics for the ma?orit9 ofpeople intereste( in (esign is a barrier. The (esign of str)ct)res is a combination of art an(science an( to achie;e the best sol)tion1 concept sho)l( alwa9s come before calc)lation.

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Soil echanics ile9 Series in 6eotechnical *ngineeringI'9 T. illiam Lambe1Dnbsp$obert J. hitman1= )blisher: ile9= )mber Of ages: 5!"= )blication &ate: " +0 +0= ,S' / AS, : 0 ! 5 2!Soil echanics + ! '

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Structural Steelwor) for Students'9 L. J. Leech

= )blisher: ')tterworth+Heinemann= )mber Of ages:


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,nternational ')il(ing -o(e + Softco;er Jersion: Softco;er Jersion ,nternational ')il(ing -o(eI'9 ,nternational -o(e -o)ncil

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undamentals of Structural Stabilit' Eeorge Simitses ?nbsp)ewe odgesV Publisher: 'utterworth einemannV *umber !f Pages: B0V Publication )ate: 2004 60 06V 3S'* / 1S3*: 0740(7B744

76.84'oo< )escription:%he abilit of a structural assembl to carr loads and forces determines how stable it will beo9er time. Aiewing structural assemblages as comprising columns beams arches rings and

plates this boo< will introduce the student to both a classical and ad9anced understanding of themechanical beha9ior of such structural s stems under load and how modeling the resultingstrains can predict the o9erall future performancethe stabilit of that structure. >hile co9eringtraditional beam theor the boo< is more focused on elastica theor in


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beha9e and perform when under stress loading including plastic deformation and buc


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Architect)re S)stainable ')il(ing &esign&% 00 ages


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