M.tech Structural-2012 (1)

8/16/2019 M.tech Structural-2012 (1)

1/55

SCHOOL OF MECHANICAL AND BUILDING SCIENCES

CURRICULUM

For

2012-2013 Batch onward

M!"#ch Str$ct$ra% En&'n##r'n&


2/55

M!"#ch! Str$ct$ra% En&'n##r'n&

C$rr'c$%$(

)2012-13 onward*

Un'+#r't, Cor# Co$r# Cod# Co$r# "'t%# L " C

ENG 601 Professional and Communication Skills (or)

Foreign Language

0

2

0

0

0

2

2

CLE !0 Com"utational #at$ematics % 1 0

"ota% cr#d't . /

Un'+#r't, E%#ct'+#

Co$r# Cod# Co$r# "'t%# L " C

&ni'ersit Electi'e 1 % 0 0 %

"ota% cr#d't . 3

ro&ra((# Cor#

Co$r# Cod# Co$r# "'t%# L " C

CLE !0! esign of Concrete Structural Sstems % 0 2

CLE !06 #atri* #et$ods of Structural +nalsis % 0 2

CLE !0, -$eor of Elasticit and Plasticit % 0 0 %

CLE !0. Structural namics 2 1 0 %

CLE !0/ Finite Element +nalsis 2 1 2

CLE !1, Pre‐stressed Concrete Structures % 0 0 %

CLE !1% +d'anced Concrete -ec$nolog % 0 2

CLE !16 Eart$uake resistant design % 0 0 %

CLE !1. Limit State esign of Steel Structures 2 1 2

CLE 6// Student Proect‐

‐

‐ 2

0

"ota% cr#d't . 2

1


3/55

ro&ra((# E%#ct'+#

Co$r

#

Cod# Co$r# "'t%# L " C

CLE +d'anced Foundation esign % 0 0 %

CLE 1 esign of Concrete ridges 2 1 0 %

esign of 3ndustrial Structures % 0 0 %

CLE 1 esign of -all uildings 2 1 0 %

CLE 2/ Energ Efficient uildings % 0 0 %

En'ironmental Engineering Structures % 0 0 %

CLE 3 E*"erimental Stress +nalsis % 0 0 %

CLE 3 #ac$ine Foundations % 0 0 %

CLE 2 #aintenance 4 5e$ailitation of Structures % 0 0 %

7ff S$ore Structures % 0 0 %

CLE 11 Prefaricated Structures % 0 0 %

CLE 12 +""lication of Numerical #et$ods in Structural Engineering 2 1 0 %

Soil Structure 3nteraction % 0 0 %

CLE 3 Stailit of Structures % 0 0 %

CLE 2 Structural 7"timi8ation 2 1 0 %

-$eor and esign of Plates 4 S$ells % 0 0 %

"ota% cr#d't 4or co$r# 12

Cr#d't S$((ar, ro5o#d

#inimum 9ualifing credits ,%

-otal credits 7ffered (&C:PC:PE) ,%

&C 6

&E %

PC 7ffered !2

PE Needed 12

&C ; &ni'ersit Core

&E ; &ni'ersit Electi'e

PC ; Programme Core

PE ; Programme Electi'e

2


4/55

ENG /01 ROFESSIONAL AND COMMUNICA"ION S6ILLS L " C

0 0 2

7#r'on No! 1 Boice? Conditionals

-ec$no>=ords @ asic Conce"ts 6?6!?6,

Pronunciation @ Aord Stress@ t=o sllale =ords

"#chn'ca%

E;5r#'on

#ec$anics of -ec$nical Ariting and Snta*

Guided =riting@ Letter and email

r##ntat'on

S #odal Bers and P$rasal 'ers-ec$no>=ords @ asic Conce"ts 6.?6/?,0?,1

Pronunciation @ Aord Stress@ com"ound =ords

"#chn'ca%

E;5r#'on

#ec$anics of -ec$nical Ariting and Snta*

Guided =riting@ -ec$nical escri"tion

r##ntat'on

S


5/55

F$nct'ona%

Lan&$a

asic structures> #odal Bers and P$rasal 'ers

-ec$no>=ords @ asic Conce"ts ,2?,%?,? Functional 'ocaular .,

Pronunciation @ Sentence Stress

"#chn'ca%

E;5r#'on

Guided and Free =riting@ +stract and -ec$nical articles

r##ntat'onS


6/55

CLE0 COMU"A"IONAL

MA"HEMA"ICS

L"C 3 1 0

!


7/55

7#r'on No! 1 S"line and Dermite inter"olation ; +""ro*imation ;

Error of a""ro*imation ; Norms for discrete and continuous data ; Least suares a""ro*imation<

Numerical 3ntegration ; Ne=ton Cotes closed uadrature ; Gauss>Legendre 9uadrature ; #ulti"leintegration<

Numerical Solution of Partial ifferential Euations ; Elli"tic > Paraolic and D"erolic euation ;

Solutions of La"lace and Poissons euations > Solution of one dimensional time de"endent $eat flo=

> Biration of strings > Plates (sim"l su""orted and fi*ed edges) suected to trans'erse loads ;

-orsional "rolems using Finite difference sc$eme<

Solutions of Simultaneous Euations > Solution of linear euations ; irect met$ods ; Gauss

elimination > C$olesk met$od ; 3terati'e met$ods ; Gauss>Seidel and acoi met$od ; Storage

sc$emes ; Skline > and forum ; and sol'er > Frontal sol'er > C$olesk L& decom"osition in

skline storage ; Sustructure conce"t ; Su matri* euation sol'er ; Solutions of Non linear

euations ; Ne=ton 5a"son > #odified Ne=ton 5a"son met$ods ; +l"$a Constant #et$od > 5iks

Aem"ner met$od<

Calculus of Bariation > #a*ima and #inima of functions of t=o or more inde"endent 'ariales ;

Lagranges met$od of multi"liers ; Functional ; Bariational conce"t ; Eulers euation for oneinde"endent 'ariale ; ifferential euation constraint ; Functional de"endent on $ig$er order

deri'ates ; Euler>Poissons euation ; 3ntegral constraint (iso"erimetric "rolems) ; Bariational

"rolems in'ol'ing se'eral inde"endent 'ariales ; 7strogradsk euation<

"#;t Boo


8/55

R#4#r#nc#

11< o$n


9/55

CLE0 DESIGN OF CONCRE"E

S"RUC"URAL SS"EMS

L"C 3 0 2

7#r'on No! 2


10/55

CLE0 DESIGN LABORA"OR FOR

CONCRE"E S"RUC"URAL

SS"EMS

L"C > >

7#r'on No! 2


11/55

CLE0/ MA"RI ME"HODS OF S"RUC"URAL

ANALSIS

L"C % 0 2

10


12/55

7#r'on No! 2 -"es of loads > Com"atiilit

conditions > Static and kinematic indeterminac > Princi"les of su"er"osition > Strain energ > Stiffness for eam

element from strain energ<

Pro"erties of stiffness and fle*iilit matrices > solution of sim"le "rolems<

Fle*iilit met$od a""lied to staticall indeterminate structures > +nalsis of continuous eam? "lane truss and

"lane frame > 3nternal forces due to t$ermal e*"ansion and lack of fit ; effect of settlement of su""orts<

Stiffness met$od a""lied to kinematicall indeterminate structures > +nalsis of continuous eam? "lane truss and

"lane frame > 3nternal forces due to t$ermal e*"ansion and lack of fit ; effect of settlement of su""orts

+nalsis of s"ace truss fle*iilit matri* met$od 4 stiffness matri* met$od< +nalsis of s"ace frame and grid >

&se of soft=are "ackage for t$e analsis of structures<

"#;t Boo


13/55

CLE0/ SOF"ARE LABORA"OR FOR

MA"RI ANALSIS )MA" La9*

L"C > >

7#r'on No!

O9:#ct'+#. 1< -$is suect is taug$t to im"art kno=ledge of analsis of structural

elements using #at La

E;5#ct#d O$tco(#. &"on com"letion of t$is course? t$e student =ill e ale to

1< +nalse t$e continuous eams and t$e "lane trusses

2< +nalse "lane frames and gale frames<

%< +nalse t$e s"ace truss and s"ace frame? grid structure<

< no= t$e e$a'iour of structures

L't o4 E;5#r'(#nt@ +nalsis of t$e follo=ing concrete structures using matri* met$ods @>

1< Continuous eam

2< Plane truss

%< Plane frame

< Gale frame

!< S"ace truss

6< S"ace frame

,< Grid

"#;t Boo


14/55

CLE0 "HEOR OF ELAS"ICI"

AND LAS"ICI"

L"C 3 0 0 3

7#r'on No! 2 Elasticit a""roac$ ; efinition and notation of stress ; Com"onents of stress

and strain ; Generali8ed Dookes la= >-=o dimensional Prolems in Cartesian Coordinates >Plane stress and

"lain strain "rolems =it$ "ractical e*am"les > Euations of euilirium and com"atiilit conditions in

Cartesian coordinates ; +irs stress function > ending of sim"l su""orted eams<

-=o dimensional Prolems in Polar Coordinates > Euations of euilirium and com"atiilit conditions in

"olar coordinates ; +*i>smmetrical "rolems > -$ick clinder under uniform "ressure > Circular arc eams

suected to "ure ending<

Princi"al stresses and strains for t$ree dimensional element ; Euations of euilirium and com"atiilit

conditions for % "rolems in Cartesian co>ordinates > -ransformation of stresses and strains<

-orsion > -orsion of 'arious s$a"ed ars > Pure torsion of "rismatic ars > Prandtles memrane analog >

-orsion of t$in =alled tues and $ollo= s$afts<

3ntroduction to "lasticit ; Stress ; Strain diagram ; Plastic analsis ; Hield criteria ; St< Benants t$eor ;

Bon mises criterion ; Plastic =ork ; Strain $ardening<

"#;t Boo


15/55

CLE0@ S"RUC"URAL DNAMICS L"C 2 1 0 %

7#r'on No! 1 +nalsis of undam"ed and dam"ed sstem and general

dnamic loading<

Biration +nalsis > 5aleig$s met$od ; +""ro*imate +nalsis ; 3m"ro'ed 5aleig$ met$od<

#ultidegree of Freedom Sstem > E'aluation of structural "ro"ert matrices ; #ode s$a"e > 7rt$ogonalit

conditions ; &ndam"ed and dam"ed sstem ; #ode su"er"osition met$od<

Continuous Sstems > ifferential euation of motion ; -rans'erse 'iration of linearl elastic eams ;

+nalsis of undam"ed free 'iration of sim"l su""orted and cantile'er eams ; 7rt$ogonalit condition<

"#;t Boo


16/55

CLE0 FINI"E ELEMEN"

ANALSIS

L"C 2 1 2

7#r'on No! 2


17/55

FINI"E ELEMEN" ANALSIS LABORA"OR

Co$r# r#r#8$''t#. CLE0/

O9:#ct'+#.

1< -$is suect is taug$t to gi'e an e*"osure of Fortran J C languages J #atla


1< Arite t$e com"uter "rograms for analse different t"es of structures

2< &nderstand t$e conce"ts of "rogramming

%< +nalse t$e structures means of "rogramming tec$niues<

Cont#nt.

K Continuous eams

K Plane trusses

K Portal frames?

K Grid

Ariting com"uter "rogramming for t$e follo=ing @

1< com"uter "rogramming for analsis of continuous eam

2< com"uter "rogramming for analsis of Plane trusses

%< com"uter "rogramming for analsis of Plane frame

< com"uter "rogramming for analsis of Grid

!< Com"uter Programming for analsis of s"ace truss

16


18/55

CLE1 RE-S"RESSED CONCRE"E S"RUC"URES

7#r'on No!. 1!00

O9:#ct'+#.

1< -$is suect is t$oug$t to gi'e t$e conce"ts of "re stress2< -o im"art t$e kno=ledge aout analsis and design of "re stressed concrete memers<


1< no= t$e conce"ts? met$ods and materials of "re stressing sstems<

2< esign t$e "re stressed concrete memers<

%< Calculate t$e deflections in "re stressed concrete memers<

< esign anc$orage 8ones and com"osite "re stressed concrete memers<

Cont#nt.

K #aterials and losses in "re stress

K esign of "re stresses concrete eams

K eflectionsK +nc$orage design

K Com"osite "re stressed concrete eams

ifference et=een reinforced and "re>stressed concrete ; Princi"les of "re>stressing ;

#et$ods and sstems of "re>stressing ; Princi"les of "re>stressing ; Classification of "re>

stressed concrete structures ; #aterials ; Dig$ strengt$ concrete and Dig$ strengt$ steel ;

Stress>strain diagram > Losses in "re>stress<

esign of "rismatic "re>stressed concrete memers for ending at ser'ice load<

Sim"le cale "rofiles ; Calculation of deflections ; esign of eams for s$ear and torsion at

=orking and ultimate loads<

esign of +nc$orage 8one Guons met$od ; Conce"t of #agnels met$od ; 3S 1%%

recommendations<

Pre>stressed concrete eams ; esign "rocedure ; Calculation of stresses at im"ortant stages

ot$ for "ro""ed and un"ro""ed constructions ; S$rinkage stresses< Staticall indeterminate

structures ; Conce"t of concordant cale and "rofile ; Sketc$ing of "ressure lines for

continuous eams< +""lication to ridges

"#;t Boo


19/55

R#4#r#nc# Boo esign of concrete mi*es 3S code met$od > +C3 met$od >

5oad Note No@ met$od ; Dig$ strengt$ concrete<

e$a'iour of Concrete > #odern trends in concrete manufacture and "lacement tec$niues >

-$eological e$a'iour of fres$ concrete and $ardened concrete > 5esistance to static and

dnamic loads<

-esting of Concrete > Non>destructi'e testing and ualit control ; urailit > Corrosion

"rotection and fire resistant<

S"ecial Concrete > Pre>cast concrete > Lig$t =eig$t concrete > &nder =ater concrete ; Pum"

concrete > Polmer concrete > Com"osites and fire reinforced concrete<

"#;t Boo


20/55

1/


21/55

R#4#r#nc# Boo


22/55

O9:#ct'+#.

1< -$is suect is taug$t to get t$e kno=ledge of testing of structures<

E;5#ct#d O$tco(#. &"on com"letion of t$is course? t$e student =ill e ale to@

11< esign concrete mi* for "articular grade of concrete

2< -est t$e concrete for 'arious loading conditions

%< o t$e non>destructi'e testing<

Cont#nt.

1K #i* design

K Concrete tests

K &nder reinforced eam

K 7'er reinforced eamK Non>destructi'e testing

11< esign of Concrete mi* 3S Code #et$od

2< -ests on Concrete ; in com"ression? tension and ending ; modulus of elasticit

%< emonstration of a t"ical under ; reinforced eam

< emonstration of a t"ical o'er ; reinforced eam

!< Non>destructi'e tests on concrete ; 5eound $ammer and ultrasonic concrete test

R#4#r#nc# Boo


23/55

CLE1/ EAR"HUA6E RESIS"AN" DESIGN L " C

% 0 0 %

7#r'on No!. 1!00

O9:#ct'+#.

1< -o im"art t$e kno=ledge aout t$e eart$uake and its occurrence<

2< -o kno= aout t$e mat$ematical modeling of structures suected to eart$uakes and t$eir

e$a'iour<


1< E'aluate t$e e$a'iour of structures under dnamic loadings<

2< no= met$odolog for eart$uake resistant design<

%< esign t$e uildings using ca"acit design conce"t<

< esign t$e multi storied uilding using com"uter<

Cont#nt.

1K asic of Seismolog

K -$eor of 'irations

K Eart$uake resistant design

K Ca"acit design met$od

K #ulti store uilding analsis

Elements of Seismolog > efinitions of magnitude ; 3ntensit > E"icenter etc > General

features of tectonics of seismic regions > Seismogra"$s<

-$eor of Birations > Free 'irations of single degree > -=o degree and multi"le degree

freedom sstems > Com"utations of dnamic res"onse to time de"endent forces > Birationsisolation ; Biration asorers > rief introduction to instruments > +ccelerograms<

Princi"les of eart$uake resistant design > 5es"onse s"ectrum t$eor > +""lication of

res"onse s"ectrum t$eor to seismic design of structures<

Ca"acit > esign Princi"les > esign criteria for strengt$ > Stiffness and ductilit<

Eart$uake +nalsis and esign > C$aracteristics of eart$uake ; Eart$uake res"onse of

structures ; Conce"t of eart$uake resistance design ; Code "ro'isions for design of uilding

; 3S 1./% and 3S %26 ; Energ asor"tion ca"acit< e$a'iour and design of masonr

uildings suects to eart$uake ground motion > Seismic retrofitting strategies for 5C andmasonr uildings< Seismic analsis and design of a multi storied uilding using Com"uter<

"#;t Boo


24/55

< Panka +gar=al and #anis$ S$rik$ande? Eart$uake resistant design of structures?

Prentice>Dall 3ndia P't Ltd<

!< Park 5 and Paula -< 5einforced Concrete Structures? o$n Aile 4 Sons? 1/,!<

Mod# o4 E+a%$at'on. +ssignment? Seminar and Aritten E*amination<R#co((#nd#d 9, th# Board o4 St$d'# on . 01!11!200@

Dat# o4 a55ro+a% 9, th# Acad#('c Co$nc'% . 2!11!200@

CLE1@ LIMI" S"A"E DESIGN OF S"EEL S"RUC"URES L " C

2 1 2

7#r'on No!. 2


25/55

< esign oints and connections using ri'eted and =elded connections<

Cont#nt.

1K Com"ression memers

K Plastic +nalsis

K Lig$t gauge sectionsK oints and connections<

Limit state design of Steel Structures ; Plastic section ; Section classification ; Partial safet

factor > esign of oints and connections ; olted ; Aelded ;Sim"le connections? eam ;to>

eam connections? eam and column s"lices > Semi rigid connection<

esign of com"ression memers ; +*iall ; &ni a*ial and ia*ial ending< esign of ase

sla<

Plastic +nalsis of Structures ; 3ntroduction > S$a"e factors ; #ec$anisms > Plastic $inge >

+nalsis of eams and "ortal frames > esign of continuous eams<

esign of Lig$t Gauge Steel Structures > -"es of cross sections > Local uckling and lateral

uckling > esign of com"ression and tension memers ; eams > eflection of eams<

esign of -ension memers > esign of C$imne

"#;t Boo


26/55

R#4#r#nc# Boo


27/55

AD7ANCED FOUNDA"ION ENGINEERING D#'&n L " C

% 0 0 %

7#r'on No!. 1!00

O9:#ct'+#.

-$is suect is taug$t to im"art t$e kno=ledge in t$e area of analsis and design of

foundations and eart$ retaining structures<


1 Stailit of =alls ; esign of cantile'er and counter fort =alls ;

esign of gra'it =alls ; Coffer dams ; raced coffer dams ; Stailit of ottom e*ca'ation

; +nc$orage ; Aalls and tie rods<

Pile Foundations > -"es of "iles ; Static and dnamic "ile formula ; Pile grou"s ;

Efficienc of "ile grou"<

Settlement of "iles ; atter "iles ; +nalsis of "ile grou"s ; Structural design of "iles and

"ile ca"s<

Aell Foundations > -"es of =ells or caissons ; Com"onents ; S$a"es of =ells ; Forces

acting ; Construction; esign of drilled caissons<

"#;t Boo


28/55

%< S$enaga 5


29/55

CLE1 DESIGN OF CONCRE"E BRIDGES L " C

2 1 0 %

7#r'on No!. 1!00

O9:#ct'+#.-$is suect is taug$t to im"art t$e kno=ledge in t$e analses and design of concrete ridges<


1< &nderstood t$e load distriution and 35C standards<

2< esign t$e sla ridges<

%< esign t$e +rc$ ridges and

< esign t$e ridge earings? $inges and e*"ansion oints<

Cont#nt.

1K 35C loading and ot$er met$ods

K Sla ridgesK +rc$ ridges

K #iscellaneous ridges

K Sustructures

Load istriution -$eor > 3 Straig$t and ske= sla ridges ; - eam ridges ; alanced cantile'er ridges

; esign of articulation ; Continuous girder ridges<

+rc$ ridges > Single s"an closed and o"en s"andrel smmetrical t"e (structural

arrangements and functions onl) ; esign of o= string girder ridges<

7t$er ridges > o* cul'ert (Single 'ent onl) ; Single s"an rigid frame ridges (arrel of

solid sla t"e onl) ; Pre>stressed com"osite - eam ridges (structural arrangements onl)

Sustructures > esign "rinci"les of Piers and autments ; ridge earings > Dinges and

e*"ansion oints<

"#;t Boo


30/55

2/


31/55

DESIGN OF INDUS"RIAL S"RUC"URES L " C

% 0 0 %

7#r'on No!. 1 Site laout

and e*ternal facilities< Planning of uilding Aork ; Standards > Structural materials including

"lastics ; Polmers > Fire glass > Pressed card oards? etc

#ulti>store uildings > Steel skeletal structures > 5einforced concrete frames ; Aorks$o"s > Aare

$ouses > Single store uildings > S$eds in steel and reinforced concrete > Nort$>lig$ts > Single s"an

s"$erical and ot$er s"ecial constructions

Cooling to=ers and c$imnes > unkers and silos "refarication > Construction< Construction-ec$niues > E*"ansion oints > #ac$ine foundations > 7t$er foundations > Aater "roofing > 5oofs

and roofing > 5oof drainage > Floors and flooring oists > Curtain =alling > 7uter =all facing > Sound

and s$ock "roof mountings > &se of modern $oisting and ot$er construction eui"ments<

Circulation > Communication and -rans"ort > Fi*ed "oints ( central cores) ; Staircases > Grid floor

sections > Lifts refuse dis"osals > &tili8ation of =aste materials ; Cranes > Continuous con'eors >

#oile cranes ; -rans"orters ; oors > Sliding gates<

Functional 5euirements ; Lig$ting@ Natural lig$ting > Protection from t$e sun > sl lig$ts > =indo=

cleaning installations >Ser'ices@ Laout ; =iring ; fi*tures > cale and "i"e ridges > electrical

installations > lig$ting sustation > Effluent< Bentilation and fire "rotection@ Bentilation > +ir>conditioning > Fire esca"es and c$utes > Fire alarms > E*tinguis$ers and $drants<

"#;t Boo


32/55

R#4#r#nc# Boo


33/55

CLE1 DESIGN OF "ALL BUILDINGS L " C

2 1 0 %

7#r'on No!. 1!00

Co$r# r#r#8$''t#. esign of Steel Structures? Structural analsis

O9:#ct'+#.

11< -$is course is intended to teac$ t$e conce"t of tall structures<

2< Barious met$ods to analse t$e tall structure =ill e e*"lained in t$e classes<


1< no= t$e t"es of tall uildings<

2< +nal8e t$e "lane frame sstems different met$ods<

%< esign t$e s$ear =all sstem and in filled frame sstems<

< o t$e t$ree dimensional analsis<

Cont#nt.

1K Classification of uildings

K Plane frame sstems

K S$ear =all sstem

K 3n>filled frame sstem

K -$ree dimensional analsis

3ntroduction > Classification of uildings according to NC ; -"es of loads ; =ind load ;

Seismic load ; 9uasi static a""roac$<

Plane Frame Sstem > Calculation of =ind load ; +""ro*imate met$od ; Portal > Cantile'er and factor met$ods ; anis met$od ; Sustitute frame met$od for dead load and li'e loads<

S$ear Aall Sstem > 5osmans analsis ; esign as"ect ; 5C frame and s$ear =all

interaction ; Eui'alent frame met$od<

3n>filled Frame Sstems > 3m"ortance ; #et$ods of analsis ; Eui'alent truss and frame

met$od ; Force>dis"lacement met$od ; Effect of "erforation in t$e in>filled frame<

-$ree imensional +nalsis > asic "rinci"les ; Centre of rotation of a rigid floor ; Force

dis"lacement met$od<

"#;t Boo6<

R#4#r#nc# Boo


34/55


%%


35/55

ENERG EFFICIEN" BUILDINGS L " C

% 0 0 %

7#r'on No!. 1!00

O9:#ct'+#.

11< -$is course aims to $ig$lig$t im"ortance of Energ> Efficient uildings =it$in t$e

conte*t of Energ issues in t$e 21st centur<

2< -o familiari8e students =it$ t$e conce"t of Energ efficienc? 5ene=ale sources of energ

and t$eir effecti'e ada"tation in green uildings

%< -o gi'e a fuller understanding of uilding Form and Faric? 3nfiltration? 'entilation?

Lig$ting? cooling and =ater conser'ation<

< -o $ig$lig$t t$e im"ortance of En'ironmental #anagement as =ell as En'ironmental

3m"act +ssessment met$ods in Energ efficient uildings<


11< &nderstand =$ uildings s$ould e made energ efficient<

2< Da'e a fuller gras" on 5ene=ale Energ mec$anisms suc$ as Passi'e Solar $eating and

collection? P$oto'oltaics? and Ground source $eat "um"s? and t$eir ada"tion to green

uilding conce"ts<

%< &nderstand t$e conce"ts of Site and Climate? uilding Form? uilding Faric? 3nfiltration

and 'entilation? Lig$ting? Deating? Cooling? Energ #anagement and =ater conser'ation<

< Da'e t$e necessar skills to undertake an En'ironmental 3m"act +ssessment stud for

Energ Efficient uildings< -$e s$all e eui""ed =it$ t$e associated cutting>edge

management strategies too<

Cont#nt.

11) Green uildings? Energ and En'ironment

2) 5ene=ale Energ? Site and Climate

%) uilding Form and Faric

) 3nfiltration? Bentilation? Lig$ting? Cooling and Aater Conser'ation

!) Case studies of Green uildings in 3ndia and Energ management

Green uildings =it$in t$e 3ndian Conte*t? -"es of Energ? Energ Efficienc and

Pollution? etter uildings? 5educing energ consum"tion? Lo= energ design<

5ene=ale Energ sources t$at can e used in Green uildings ; Solar energ? Passi'e Solar Deating? Passi'e Solar collection? Aind and ot$er rene=ales< + "assi'e solar strateg?

P$oto'oltaics? Climate and Energ? #acro and #icroclimate< 3ndian E*am"les<

uilding Form ; Surface area and Faric Deat Loss? utili8ing natural energ? 3nternal

Planning? Grou"ing of uildings< uilding Farics> Aindo=s and doors? Floors? Aalls?

#asonr? Ecological =alling sstems? -$ermal Pro"erties of construction material<

3nfiltration and 'entilation? Natural 'entilation in commercial uildings? "assi'e cooling?

modeling air flo= and 'entilation? Conce"ts of dalig$t factors and da lig$ting? dalig$t

assessment? artificial lig$ting? Ne= lig$t sources< Cooling uildings? "assi'e cooling?

mec$anical cooling< Aater conser'ation> ta"s? toilets and urinals? no'el sstems? collection

and utili8ation of rain =ater<

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Energ a=areness? monitoring energ consum"tion? uilding En'ironmental +ssessment >

en'ironmental criteria > assessment met$ods > assessment tools (e NC >Case Studies ; Green

uildings in +uro'ille and aks$ina C$itra? -amil Nadu? 3ndia<

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EN7IRONMEN"AL ENGINEERING S"RUC"URES L " C

% 0 0 %

7#r'on No!. 1!00

O9:#ct'+#.

-$is suect is taug$t to im"art t$e kno=ledge in t$e area of analsis and design of "i"es and

se=age structures<


1< &nderstand t$e conce"ts of "i"e net=ork and design<

2< esign t$e =ater tanks and concrete roofing sstems<

%< esign t$e s"ecial "ur"ose structures<

< &nderstand t$e conce"ts of filter =alls and clarifiers<

Cont#nt.

1K Pi"e design

K Aater tank design

K 5e"air and re$ailitation

K Filler =alls

K Aater and se=erage =orks

esign of Pi"es > Structural design of concrete > Pre>stressed concrete steel and cast iron

"i"ing mains > Se=erage tanks design > +nc$orage for "i"e ; #assi'e outfalls ; Structural

design and laing ; Ddrodnamic considerations<

+nalsis and design of =ater tanks > esign of concrete roofing sstems using clindrical?

s"$erical and conical s$a"es using memrane t$eor and design of 'arious t"es of folded

"lates for roofing using concrete > 3S Codes for t$e design of =ater retaining structures

esign of circular? rectangular? s"$erical and 3nt8e t"e of tanks using concrete > esign of

"re>stressed concrete clindrical tanks ; Economic analsis

esign of S"ecial Pur"ose Structures > &nderground reser'oirs and s=imming "ools > 3ntake

to=ers > Structural design including foundation of =ater retaining structures suc$ as settling

tanks? clarifloculators? aeration tanks etc< ; Effect of eart$ "ressure and u"lift considerations

; Selection of materials of construction<

esign of filter =alls and clarifiers > #i*ing tanks<

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1< ris$na 5au? (200)? Prestressed Concrete? -ata #cGra= Dill Pulis$ing Co? 2nd

Edition<

2< N


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EERIMEN"AL S"RESS ANALSIS L " C

% 0 0 %

7#r'on No!. 1!00

Co$r# r#r#8$''t#. NA

O9:#ct'+#.

-$is suect is taug$t to im"art kno=ledge aout t$e instruments and its a""lications<


1< no= t$e =orking "rinci"le of strain gauges<

2< o t$e model analsis using different t$eorems<

%< no= t$e conce"ts of "$oto elasticit and its a""lications<

< &se t$e 'arious Non>destructi'e testing met$ods<

Cont#nt.1K Strain gauges

K #odel +nalsis

K P$oto elasticit

K Non>destructi'e testing

Strain Gauges > #ec$anical and o"tical strain gauges ; escri"tion and o"eration ; Electrical

resistance> 3nductance and ca"acitance gauges ; etailed treatment on resistant gauges ;

#easurement of static and dnamic strains ; Strain rosettes ; Effect of trans'erse strains ;

&se of strain recorders and load cells<

#odel +nalsis > Structural similitude ; &se of models ; Structural and dimensional analsis

; ucking$am Pi -$eorem ; #uller reslaus "rinci"le for indirect model analsis ; &se of

eggs and Enes deformeters ; #oment indicators ; esign of models for direct and

indirect analsis<

-=o dimensional "$oto elasticit > Stress o"tic la= ; 3ntroduction to "olarisco"e ; Plane and

circular "olarisco"e ; Com"ensators and model materials ; #aterial and model fringe 'alue

; Caliration of "$oto elastic materials ; 3soc$romatic and isoclinic fringes ; -ime edge

effects<

-$ree dimensional "$oto elasticit > 3ntroduction ; Stress free8ing tec$niues ; Stressse"aration tec$niues ; Scattered lig$t "$oto elasticit ; 5eflection "olarisco"e<

#iscellaneous #et$ods > rittle coating met$od ; irefringence tec$niues ; #oire fringe

met$od ; Non>destructi'e testing ; &ltrasonic "ulse 'elocit tec$niue ; 5eound $ammer

met$od ; >ra met$od ; Gamma>ra met$od<

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MACHINE FOUNDA"IONS L " C

% 0 0 %

7#r'on No!. 1!00

Co$r# r#r#8$''t#. Geotec$nical Engineering>3 (Soil #ec$anics)?Geotec$nical Engineering ;33 (Foundation Engg


42/55

11< arkan?


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MAIN"ENANCE AND REHABILI"A"ION OF S"RUC"URES L " C

% 0 0 %

7#r'on No!. 1!00

Co$r# r#r#8$''t#. Concrete -ec$nolog

O9:#ct'+#.

-$is suect im"arts a road kno=ledge in t$e area of re"air and re$ailitation of structures<


1< &nderstand t$e "ro"erties of fres$ and $ardened concrete<

2< no= t$e strategies of maintenance and re"air<

%< Get an idea of re"air tec$niues<

< &nderstand t$e "ro"erties of re"air materials<

Cont#nt.1K Pro"erties of concrete

K 5e"air materials

K 5e"air tec$niues

K 5e"airs to structures

Ser'iceailit and urailit of Structures > 9ualit +ssurance for concrete construction >

Fres$ concrete "ro"erties ; Strengt$ ; Permeailit > Cracking > Effects due to climate ;

-em"erature ; c$emicals > Aear and erosion > esign and construction errors > Corrosion

mec$anism > Effects of co'er t$ickness and cracking > #et$ods of corrosion "rotection ;

3n$iitors > 5esistant steels ; Coatings > Cat$odic "rotection

iagnosis and +ssessment of istress > Bisual ins"ection ; Non destructi'e tests ;&ltrasonic

"ulse 'elocit met$od ; 5eound $ammer tec$niue ; +S-# classifications ; Pullout tests ;

Core test

#aterials for 5e"air > S"ecial concretes and mortar > Concrete c$emicals > S"ecial elements

for accelerated strengt$ gain > E*"ansi'e cement > Polmer concrete ; Ferro cement? Fire

reinforced concrete > Fire reinforced "lastics<

-ec$niues for 5e"air > 5ust eliminators and "olmers coatings for rears during re"air >

Foamed concrete > #ortar and dr "ack > Bacuum concrete > Gunite and s$otcrete > E"o*inection > #ortar re"air for cracks > S$oring and under"inning<

E*am"le of 5e"airs to Structures > 5e"airs to o'ercome lo= memer strengt$ ; eflection ;

Cracking > C$emical disru"tion > Aeat$ering =ear > Fire leakage > #arine e*"osure<

2


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OFFSHORE S"RUC"URES L " C

% 0 0 %

O9:#ct'+#.

-$is suect is taug$t to im"art kno=ledge aout analsis and design of offs$ore structures<

E;5#ct#d O$tco(#. &"on com"letion of t$is course? t$e student =ill e ale to 1< &nderstand t$e effect of =ind on structures<

2< Get an idea aout modeling and analsis<

%< esign "lat forms? errick? acket to=ers<

Cont#nt.

1K 5igid and fle*ile structures

K Aa'e generation

K Aa'e forces

K -"es of structures

K esign of "latform? $eli"ad etc<

Aind on structures > 5igid structures > Fle*ile structures > Static and namic effects<

Aa'e generation and Pro"agation > Small and finite am"litude =a'e t$eories > Aa'e energ

and "ressure distriution<

Aa'e forces on structures > En'ironmental loading > &se of #orrison euation<

ifferent t"es of structures > Foundation modeling > Static met$ods of +nalsis > namics

of off s$ore structures<

Loads > esign of "latforms ; erricks ; Deli"ads ; esign > Princi"les and e*am"les of

acket to=ers > #ooring cales<

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O9:#ct'+#.

-$is suect is taug$t to im"art t$e kno=ledge in t$e area of "refaricated structures<


1< no= t$e t"es of "refarication sstems<

2< &nderstand t$e e$a'iour of s$ell structures<

%< esign "re faricated units<

< o t$e detailing of "re faricated units<

Cont#nt.

1K 3ntroduction

K Dandling and erection stresses

K imensioning and detailing of oints

K Erection of structures

K esign of "re faricated units

-"es of foundation > #odular co>ordination ; Com"onents > Prefarication sstems and

structural sc$emes > esign considerations > Econom of "refarication > Prefarication of

load>carring memers > isuniting of structures > Structural e$a'iour of "re cast structures

Dandling and erection stresses > +""lication of "re stressing of roof memers > Floor sstems

> -=o =a load earing slas > Aall "anels

imensioning and detailing of oints for different structural connections > Construction and

e*"ansion oints

Production > -rans"ortation and Erection > 7rganising of "roduction > Storing and erection

eui"ment > S$uttering and mould design > imensional tolerances? Erection of 5


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6


48/55

CLE12 ALICA"ION OF NUMERICAL ME"HODS IN

S"RUC"URAL ENGINEERING

L " C

2 1 0 %

7#r'on No!. 2!00

Co$r# r#r#8$''t#@ Numerical met$ods

O9:#ct'+#.

-$is suect is taug$t to im"art kno=ledge on numerical met$ods in structures<


1< Sol'e t$e linear simultaneous euations<

2< &se t$e Finite difference met$od<

%< Calculate ending moment? slo"e and deflection using Ne=marks met$od<

< E'aluate t$e eigen 'alues and eigen 'ectors for stailit "rolems<1Cont#nt.

K Simultaneous euations

K Finite difference met$od

K Numerical met$ods

K Ne=marks met$od

K Eigen 'alues and Eigen Bectors<

Finite difference met$od ; Solution of simultaneous euations ; ending moment > Slo"e

and deflection in eams > #emrane analog using finite difference met$od for slas>slo"eand deflection of slas

Numerical #et$ods ; Numerical integration (-ra"e8oidal and Sim"sons rule) for

determining s$ear? moment and deflection in eams; Gauss 9uadrature formula<

Ne=marks met$od ; etermination of s$ear force > ending moment > Slo"e and deflection in

eams<

E'aluation of eigen 'alues and eigen 'ectors for stailit "rolems<

Finite Stri" met$od for analsis of "lates<

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1< S< 5aasekaran? Finite Element +nalsis in Engineering esign? A$eeler Pulis$ing Co


50/55

Plates in elastic medium ; soil structure interaction for s$allo= foundation ; interface

e$a'iour > -$in and t$in "lates ; analsis of finite "lates? rectangular and circular "lates?

Numerical analsis of finite "lates? sim"le solutions? akers met$od for rafts

Soil "ile interaction @ 3ntroduction ; elastic analsis of single "ile? t$eoretical solutions for

settlement and load distriution analsis of "ile grou" interaction analsis ; Load distriution=it$ grou"s =it$ rigid ca" ; elastic continuum and elasto>"lastic analsis of "iles and "ile

grou"s (&ltimate lateral resistance of "iles 'arious a""roac$es)

Laterall loaded "ile and "iled raft@ Non>linear load ; deflection res"onse P>H reactions? non>

linear soil "ro"erties lift ca"acit of "iles and anc$ors? Piles raft sstem ; soil structure

interaction in framed structures< FE# modules use of a""ro*imatel soft=are "ackages

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S"ABILI" OF S"RUC"URES L " C

% 0 0 %

7#r'on No!. 1!00

Co$r# r#r#8$''t#. Structural analsis

O9:#ct'+#.

-$is suect is taug$t to im"art t$e kno=ledge in t$e area of stailit of structures<


1< &nderstand t$e e$a'ior of Eccentric column<

2< +nalse t$e eam columns

%< +nalse t$e frames stailit<

< &nderstand t$e conce"t of uckling of s$ells<

Cont#nt.

1K 3ntroductionK Column analsis

K eam column analsis

K Frames stailit

K Plates and s$ells

3ntroduction > Static euilirium ; Go'erning euation for columns ; +nalsis for 'arious

oundar conditions<

+nalsis of Eccentricall loaded column<

eam Columns ; -$eor of eam column ; Stailit analsis of eam column =it$ differentt"es of loads ; Failure of eam columns<

+nalsis and stailit of frames<

Plates suected to in"lane forces > ifferential euation ; +nalsis ; +""ro*imate

tec$niues > +nalsis for 'arious oundar conditions ; Aood and +rmour euation for

analsis and design< uckling of s$ells ; ifferential euation ; +nalsis ; +""lication<

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!1


53/55

S"RUC"URAL O"IMIA"ION L " C

2 1 0 %

7#r'on No!. 1!00

O9:#ct'+#.

-$is course is intended to teac$ t$e im"ortance of 7"timi8ation "rolems in t$e Structural

Engineering<


1) &nderstand t$e conce"ts of 7"timi8ation "rolems in t$e Structural Engineering<

2) no= t$e different met$ods for t$e 7"timi8ation "rolems<

%) &nderstand t$e conce"ts of Linear and Non>Linear Programming tec$niues<

) &nderstand t$e conce"ts of Stoc$astic 7"timi8ation #et$ods<

!) &nderstand t$e conce"ts of Genetic +lgorit$m ased 7"timi8ation #et$ods<

Cont#nt.11) Formulation of Structural 7"timi8ation "rolems<

2) Linear Programming tec$niues

%) Non>Linear Programming tec$niues

) Stoc$astic 7"timi8ation #et$ods

!) Genetic +lgorit$m ased 7"timi8ation #et$ods

Formulation of Structural 7"timi8ation "rolems@ esign 'ariales > 7ecti'e function >

constraints< Full stressed design<

5e'ie= of Linear +lgera@ Bector s"aces? asis and dimension? canonical forms<

Linear Programming@ 5e'ised Sim"le* met$od? +""lication to structural 7"timi8ation<

Nonlinear Programming@ eterministic #et$odsO &nconstrained and constrained

7"timi8ation > u$n>-ucker conditions? irect searc$ and gradient met$ods > 7ne

dimensional searc$ met$ods > FP and FGS algorit$ms? constrained 7"timi8ation > irect

and 3ndirect met$ods > SLP? S9P and S-? +""lication of NLP met$ods to o"timal

structural design "rolems< 7"timalit criteria ased met$ods? 5eanalsis tec$niues >

+""ro*imation conce"ts > esign sensiti'it 7"timi8ation of sections? steel and concrete

structures > framed structures? ridge structures<

Stoc$astic 7"timi8ation #et$ods@ Genetic +lgorit$ms > inar coding> Genetic 7"erators >Sim"le Genetic +lgorit$m (SG+) and 'ariale lengt$ Genetic +lgorit$m (BG+)< Simulated

annealing< +""lications to discrete si8e? Configuration and s$a"e o"timi8ation "rolems<

Case studies of structures like trusses and to=ers<

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%< endsoe? #< P< and Sigmund? 7


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Pulis$ers and distriutors

Documents

M.tech Structural-2012 (1)