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Stony Brook University - MATH - 300
61Example 6.4. We apply the previous theorem to (z ; ) = (z ) and z =case = 0 (2) = cfw_ (1) : 2| .1.2In thisNow, replacing z with z/( + ) in (6.22), we get( + z;) = ( + )2 [z 2 + + + X(m,n)=(0,0)1].z m( + ) + n( + )Since Z + Z = Z( +
Stony Brook University - MATH - 300
60LECTURE 6. MODULAR FORMSIn particular, 120 (4) = (2 )4 /12,280 (6) = (2 )6 /216 and we can write117Y g2 = (2 )4 [+ 20X ], g3 = (2 )6.122163This gives32g2 27g3 = (2 )12 [(5X + 7Y )/12 + 100X 2 + 20X 3 42Y 2 ] =(2 )12 q + q 2 (. . .).3N
Stony Brook University - MATH - 300
59Setting t = e2iz , we rewrite the left-hand side as follows: cot(z ) = Xmeiz + eizt+1cos z= i iz) = i= i (1 2t ).sin ze eizt1m=0Dierentiating k 1 2 times in z , we getX(k 1)!X(z + m)k = (2i)kmZmk1 tm .m=1This gives us the needed
Stony Brook University - MATH - 300
58LECTURE 6. MODULAR FORMSas a holomorphic map from C \ cfw_e1 , e2 , e3 to (C/ )/(z z ). It can be shown thatit extends to a holomorphic isomorphism from the Weiertrass cubic y 2 = 4x3 g2 x g3onto (C/ ) \ cfw_0. This is the inverse of the map given
Stony Brook University - MATH - 300
57After all of these normalizations, the elliptic function (z ) with respect to is uniquely determined by the conditions (6.18) and (6.19). It is called called theWeierstrass function with respect to the lattice .One can nd explicitly the function (z
Stony Brook University - MATH - 300
56LECTURE 6. MODULAR FORMSenters only in the rst degree. Thus we can express y in terms of x, t and obtain thatE is isomorphic to P1 (C). If d = 0 we obtain that f could be chosen of degree 2.Again this is impossible. Note that we also have in (6.13)
Stony Brook University - MATH - 300
2LECTURE 1. BINARY QUADRATIC FORMSLet x = m1 v + m2 w . The length of x is given by the formulax|2 = |m1 v + m2 w|2 = (m1 , m2 )vvvwvwwwm1m2=am2 + 2bm1 m2 + cm2 ,12wherea = v v,b = v w,c = w w.(1.1)Let us consider the (binary) quadratic
Stony Brook University - MATH - 300
556.4 We know that any elliptic curve is isomorphic to a Hesse cubic curve. Let usgive another cubic equation for an elliptic curve, called a Weierstrass equation. Itscoecients will give us new examples of modular forms. Recall that dim Th(k, )ab =k.
Stony Brook University - MATH - 300
54LECTURE 6. MODULAR FORMSHere we used that (T S ) = (ST )1 since (T 2 S 2 ) = 1 and similarly(T ST ) = (ST S )1 , (T ST S ) = (ST ST )1 ,(T ST ST ) = (ST ST S )1 .Also (ST ) = (ST ST )1 . Thus it is enough to verify that the elements S, ST, ST S,T
Stony Brook University - MATH - 300
536.3 Let us give some examples.Example 6.1. Let( ) = ( )24 .It is called the discriminant function. We know that ( ) satises (6.1) with k = 6with respect to the group = SL(2, Z). By (4.9)( ) =Since( ) = q1 1 1 8.(2 )8 2 2Y(1 q m )24m=1we s
Stony Brook University - MATH - 300
52LECTURE 6. MODULAR FORMSrepresented by a rational number x or the stabilizer group x is conjugate to asubgroup of SL(2, Z) . In fact, if g x = for some g SL(2, Z), theng x g 1 = .Since + = = 0, + we haveg x g 1 cfw_10, Z1Let h be the sma
Stony Brook University - MATH - 300
516.2 Suppose we have n + 1 linearly independent functions f0 , . . . , fn satisfying (6.1)(with the same number k). Then we can consider the mapf : H CPn , (f0 ( ), . . . , fn ( ).(6.7)When we replace with + , the coordinates of the image will all
Stony Brook University - MATH - 300
50LECTURE 6. MODULAR FORMSof in the space of holomorphic functions on H dened by(g )(z ) = |k g 1 .Note that we switched here to g1(6.6)in order to get(gg ) = (g ) (g ).It follows from the above that to check (6.1) for some subgroup it is enough
Stony Brook University - MATH - 300
Lecture 6Modular Forms6.1 We have seen already in Lecture 5 (5.2) and Corollary 5.3 that the functions( )4k = 00 (0; )4k (resp. ( )24 ) satisfy the functional equationf ( + 2) = f ( ),f (1/ ) = 2 f ( ),(resp.f ( + 1) = f ( ),f (1/ ) = 12 f ( ).In
Stony Brook University - MATH - 300
48LECTURE 5. TRANSFORMATIONS OF THETA FUNCTIONS5.7 Dene the Weierstrass -function by2z2z 2 ( 1 1 /61 1 1 ) 1 1 ( ; )1122 (z ; 1 , 2 ) = 1 e2222 1 1 (0).22Show that(i) (z ; 1 , 2 ) does not depend on the basis 1 , 2 of the lattice ;(ii) (
Stony Brook University - MATH - 300
47(iv) Show that the expressionQn1 =100 ( n ; ) 1 0 ( n ; )0 1 ( n ; )2200 (0; )n1 1 0 (0; )n1 0 1 (0; )n12.2does not change when is replaced with 2 .(v) Show thatQn1 =100 ( n ; ) 1 0 ( n ; )0 1 ( n ; )2200 (0; )n1 1 0 (0; )n1 0 1 (0; )n
Stony Brook University - MATH - 300
46LECTURE 5. TRANSFORMATIONS OF THETA FUNCTIONSExercises5.1 Show that the constant (M ) in (5.16) is equal to iodd. If is odd and is even, it is equal to0symbol, where we also set ( 1 ) = 1.ei/4 ( ). 12( | ) when is even and isHere ( x ) is the
Stony Brook University - MATH - 300
Lecture 1Binary Quadratic Forms1.1 The theory of modular form originates from the work of C.F. Gauss of1831 in which he gave a geometrical interpretation of some basic notions ofnumber theory.Let us start with choosing two non-proportional vectors in
Stony Brook University - MATH - 300
45Proof. We shall prove in the next lecture that it is enough to check this for generatorsof the group SL(2, Z). Also we shall show that the group SL(2, Z) is generated by thematrices M1 = ( 1 1 ) , M2 = ( 0 1 ) , I. We have from (4.14) and (4.15)011
Stony Brook University - MATH - 300
44LECTURE 5. TRANSFORMATIONS OF THETA FUNCTIONSNow take M = ( 0 1 ) . We have10eiz2/00 (z/ ; 1/ ) = B00 (z ; )for some B depending only on . Plugging in z = 0 and applying (4.2), we getB = i ,(5.10)where the square root takes positive values on
Stony Brook University - MATH - 300
43wherekk, a + b ).22Summarizing we obtain that, for any (z, ) Th(k; )ab ,(a , b ) = (a b +(5.4)2eik ( +)z ( + )z ; ) Th(k, )a b .(5.5)` Now let us replace with its inverse . We rewrite (5.13) and (5.14) as2eik ( +)z ( + )z ; ) Th(k, )aw
Stony Brook University - MATH - 300
42LECTURE 5. TRANSFORMATIONS OF THETA FUNCTIONSThus for any Th(k; )ab , we have(z ( + ) Th(e ; Z + Z),where= + , + em+n (z ) = e(m+n)( + ) (z (+ ).We have, using (5.1),e1 (z ) = e + (z ( + ) = e2i(ab ) eik(2z( +)+eik ( +)(z+1)22( + )z ) i
Stony Brook University - MATH - 300
Lecture 5Transformations of ThetaFunctions5.1 Let us see now that the theta constants ab and their derivatives ab satisfythe functional equation similar to (4.2). This will imply that certain powers of thetaconstants are modular forms. For brevity we
Stony Brook University - MATH - 300
40LECTURE 4. THETA CONSTANTS4.5 Prove the Jacobi triple product identity:Y11(1 q n )(1 + q n 2 t)(1 + q n 2 t1 ) =Xqr22tn .r Zn=14.6 Prove a doubling identity for theta constants:0 1 (2 )2 = 00 ( )0 1 ( ).22(see other doubling identities
Stony Brook University - MATH - 300
39This gives the Euler identityXY(1)r q r(3r+1)/2 =(1 q m ).r Z(4.23)m=1In particular, we get the following Fourier expansion for the Dedekinds function ( ):1 ( ) = q 24X(1)r q r(3r+1)/2 .r ZThe positive integers of the form n + (k 2) n(n2
Virginia Tech - CEE - 4674
U.S. Departmentof TransportationFederal AviationAdministrationSubject: STANDARDS FOR AIRPORT MARKINGS1. PURPOSE. This advisory circular (AC)contains the Federal Aviation Administration(FAA) standards for markings used on airportrunways, taxiways,
Virginia Tech - CEE - 4674
AdvisoryCircularU.S. Departmentof TransportationFederal AviationAdministrationSubject: AIRPORT MASTER PLANSDate: July 29, 2005Initiated by: APP-400AC No: 150/5070-6BChange:_1. PURPOSE. This Advisory Circular (AC) provides guidance for the prep
Virginia Tech - CEE - 4674
U.S. Departmentof TransportationFederal AviationAdministrationSubject: AIRCRAFT ARRESTING SYSTEMS ONCIVIL AIRPORTSAdvisoryCircularDate: 12/20/2006Initiated by: AAS-300AC No: 150/5220-9AChange:1. PURPOSE. This Advisory Circular (AC) contains th
Virginia Tech - CEE - 4674
U.S. Departmentof TransportationFederal AviationAdministrationSubject: Engineered Materials Arresting Systems(EMAS) for Aircraft Overruns1. PURPOSE. This advisory circular (AC) containsstandards for the planning, design, installation, andmaintenan
Virginia Tech - CEE - 4674
U.S. Departmentof TransportationFederal AviationAdministrationAIRPORT DESIGN/ INCORPORATES CHANGES 1 THRU 16 /AC:Date:150/5300-139/29/89Advisory Circular3/28/07ParagraphAC 150/5300-13 CHG 11CONTENTSPageChapter 1. REGULATORY REQUIREMENTS AN
Virginia Tech - CEE - 4674
.-U.S. Departmentof TransportationFederal AviationAdministrationSubject: AIRPORT PAVEMENT DESIGN ANDEVALUATIONAdvisoryCircularDate: 7/7/95Initiated by: AAS-AC No: 150/5320-6DChange:1. PURPOSE. This advisory circular provides guidance to the p
Virginia Tech - CEE - 4674
AC 150/5320-6D7l7195C.Muskeg. Muskeg is sometimes encountered in arctic areas. Muskeg is a highly organic soil depositwhich is essentially a swamp. Every effort should be made to avoid pavement construction on this material. Ifconstruction in areas o
Virginia Tech - CEE - 4674
AC150/5320-6D7l7l95C.Stabilized Subbase. Stabilized subbases also offer considerably higher strength to the pavement thanP-154. Recommended equivalency factors associated with stabilized subbase are presented in Table 3-7.-/TABLE 3-7. RECOMMENDED EQ
Virginia Tech - CEE - 4674
AC 150/5320-6D7f7l95U! SS3NXlIHL EWIS82L-1011-100, 200nnnANNUAL DEPARTURESCONTACT AREA= 337 SQ. IN.DUAL SPACING= 52 IN.TANDEM SPACING = 70 IN.1,2006,0003,00025,00015,000-1719 -2018 -19-1617-1516-1415-1314-1213-10650-11600
Virginia Tech - CEE - 4674
AC150/5320-6D7l7J95Increasing C, Factor. A value of C, lower than 0.75 represents a severely cracked base slab,(2)which would not be advisable to overlay without modification due to the likelihood of severe reflection cracking. Seeparagraph 406 f. In
Virginia Tech - CEE - 4674
U.S. Departmentof TransportationFederal AviationAdministrationSubject: RUNWAY LENGTHREQUIREMENTS FOR AIRPORT DESIGNAdvisoryCircularDate: 7/1/2005Initiated by: AAS-100AC No: 150/5325-4BChange:1. PURPOSE. This Advisory Circular (AC) provides gui
Virginia Tech - CEE - 4674
U.S. Departmentof TransportationFederal AviationAdministrationSubject: RUNWAY LENGTHREQUIREMENTS FOR AIRPORT DESIGNAdvisoryCircularDate: 7/1/2005Initiated by: AAS-100AC No: 150/5325-4BChange:1. PURPOSE. This Advisory Circular (AC) provides gui
Virginia Tech - CEE - 4674
U.S. Department of Transportation Federal Aviation AdministrationAdvisory CircularDate: 4/29/05 Initiated by: AAS-300 AC No: 150/5340-1J Change:Subject: STANDARDS FOR AIRPORT MARKINGS1. PURPOSE. This advisory circular (AC) contains the Federal Aviatio
Virginia Tech - CEE - 4674
CEE 4674: Airport Planning and DesignSpring 2011Assignment 1: Familiarization with Data SetsDate Due: January 27, 2011Instructor: TraniProblem 1Pick one of the following airports and write a one page (double spaced) essay with a brief history of the
Virginia Tech - CEE - 4674
Dr. Antonio A. TraniAssociate Professor of Civil EngineeringVirginia Polytechnic Institute and State UniversityFebruary 9, 2009Blacksburg, VirginiaCEE 4674 Airport Planning and Design (copyright A. Trani )1Problem # 2Airport Statistics using the F
Virginia Tech - CEE - 4674
CEE 4674: Airport Planning and DesignSpring 2009Assignment 2: Runway Length AnalysisDate Due: Feb/5/2009Instructor: TraniProblem 1a)Estimatethepercentageofaircraftbelow12,500lb.thatcanbeoperatedfromVirginiaTechairport(BCB)onaroutinebasis.2)BCBwant
Virginia Tech - CEE - 4674
CEE 4674: Airport Planning and DesignSpring 2011Assignment 2: Runway Length AnalysisDate Due: February 8, 2010Instructor: TraniReading Assignment: Read Chapters 1 through 4 of the FAA Advisory Circular 150/5325-4b beforeworking on this homework.Pro
Virginia Tech - CEE - 4674
Dr. Antonio A. TraniAssociate Professor of Civil EngineeringVirginia Polytechnic Institute and State UniversityFebruary 10, 2009Blacksburg, VirginiaNEXTOR/Virginia Tech - Air Transportation Systems Lab1NEXTOR/Virginia Tech - Air Transportation Syst
Virginia Tech - CEE - 4674
CEE 4674: Airport Planning and DesignSpring 2011Assignment 2: Runway Length AnalysisProblem 1Design the appropriate runway length for a new airport to be located near a Mid-west metropolitan area.A survey of the existing demand at a nearby airport re
Virginia Tech - CEE - 4674
CEE 4674: Airport Planning and DesignSpring 2009Assignment 3: Runway Safety Areas and ATCDate Due: Feb/19/2009 by COBInstructor: TraniProblem 1A new runway is to be designed to accommodate the Airbus A340-600 (i.e., critical design aircraft). The ai
Virginia Tech - CEE - 4674
CEE 4674: Airport Planning and DesignSpring 2009Assignment 3: Runway Safety Areas and ATCDate Due: Feb/19/2009 by COBInstructor: TraniProblem 1A new runway is to be designed to accommodate the Airbus A340-600 (i.e., critical design aircraft). The ai
Virginia Tech - CEE - 4674
CEE 4674: Airport Planning and DesignSpring 2011Assignment 3: Runway Length and EMAS DesignDate Due: February 17, 2011Instructor: TraniProblem 1The Roanoke Regional Airport would like to request your services to estimate the runway length extension
Virginia Tech - CEE - 4674
CEE 4674: Airport Planning and DesignSpring 2011Assignment 3: Runway Length and EMAS DesignSolutionsInstructor: TraniProblem 1The Roanoke Regional Airport would like to request your services to estimate the runway length extension to Runway 15-33 to
Virginia Tech - CEE - 4674
CEE 4674 Homework 4Spring 2009Assignment 4: Runway Orientation and Obstruction AnalysisDate Due: Feb/28/2009 by COBInstructor: TraniProblem #1A new airport in Florida is expected to serve airline commercial traffic (also called air carrier operation
Virginia Tech - CEE - 4674
CEE 4674 Homework 4Spring 2009Assignment 4: Runway Orientation and Obstruction AnalysisDate Due: Feb/28/2009 by COBInstructor: TraniProblem #1A new airport in Florida is expected to serve airline commercial traffic (also called air carrier operation
Virginia Tech - CEE - 4674
CEE 4674: Airport Planning and DesignSpring 2011Assignment 4: Wind Rose and Obstructions to NavigationDate Due: March 1, 2010Instructor: TraniProblem 1Perform an obstruction analysis for airport shown in Figure 1. The airport has two runways oriente
Virginia Tech - CEE - 4674
CEE 4674: Airport Planning and DesignSpring 2011Assignment 4: Wind Rose and Obstructions to NavigationSolutionInstructor: TraniProblem 1Perform an obstruction analysis for airport shown in Figure 1. The airport has two runways oriented East-West and
Virginia Tech - CEE - 4674
CEE 4674 Homework 5Spring 2009Assignment 5: Geometric Design StandardsDate Due: March/6/2009 by COBInstructor: TraniProblem #1A new airport in Nevada (near Las Vegas) is expected to serve business jets and regional jets using a single 7,500 footrun
Virginia Tech - CEE - 4674
CEE 4674 Homework 5Spring 2009Assignment 5: Geometric Design StandardsDate Due: March/6/2009 by COBInstructor: TraniProblem #1A new airport in Nevada (near Las Vegas) is expected to serve business jets and regional jets using a single 7,500 footrun
Virginia Tech - CEE - 4674
CEE 4674: Airport Planning and DesignSpring 2011Assignment 5: Geometric Design StandardsDate Due: March 29, 2011Instructor: TraniProblem #1A new airport is expected to serve corporate jets. Representative aircraft expected to operate at the airport
Virginia Tech - CEE - 4674
CEE 4674: Airport Planning and DesignSpring 2011Assignment 5: Geometric Design StandardsDate Due: SolutionInstructor: TraniProblem #1A new airport is expected to serve corporate jets. Representative aircraft expected to operate at the airport are: t
Virginia Tech - CEE - 4674
CEE 4674: Airport Planning and DesignSpring 2009Assignment 6:Date Due: April/3/2007Instructor: TraniProblem 1Use the FAA Terminal Area Forecast (http:/aspm.faa.gov/main/taf.asp) to explain the growth of passenger enplanements andflight operations a
Virginia Tech - CEE - 4674
CEE 4674: Airport Planning and DesignSpring 2009Assignment 6: SolutionDate Due: April/3/2007Instructor: TraniProblem 1Use the FAA Terminal Area Forecast (http:/aspm.faa.gov/main/taf.asp) to explain the growth of passenger enplanements andflight ope
Virginia Tech - CEE - 4674
CEE 4674: Airport Planning and DesignSpring 2011Assignment 6: Demand Analysis and Geometric Design StandardsDate Due: April 5Instructor: TraniProblem 1Use the FAA Terminal Area Forecast (http:/aspm.faa.gov/main/taf.asp) to explain the growth of pass
Virginia Tech - CEE - 4674
CEE 4674: Airport Planning and DesignSpring 2008Assignment 7:Date Due: April 15, 2007Instructor: TraniProblem 1An airport has two parallel runways separated 5,000 feet away and oriented North-South. The saturation capacity analysis forone of the ru
Virginia Tech - CEE - 4674
CEE 4674: Airport Planning and DesignSpring 2008Assignment 7:Date Due: April 15, 2007Instructor: TraniProblem 1An airport has two parallel runways separated 5,000 feet away and oriented North-South. The saturation capacity analysis forone of the ru