From: Subject: Concrete 2011 :: Program Date: Wed, 6 Jun 2012 14:02:20 +1000 MIME-Version: 1.0 Content-Type: multipart/related; type="text/html"; boundary="----=_NextPart_000_0000_01CD43EC.FDB4A670" X-MimeOLE: Produced By Microsoft MimeOLE V6.00.2900.6109 This is a multi-part message in MIME format. ------=_NextPart_000_0000_01CD43EC.FDB4A670 Content-Type: text/html; charset="Windows-1252" Content-Transfer-Encoding: quoted-printable Content-Location: http://concrete2011.com.au/program/ Concrete 2011 :: Program
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Perth, Western=20 Australia

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Program

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Program

Wednesday 12 October 2011

8.00am =96 5.45pm Registration desk open
9.30am =96 9.40am Chairman=92s welcome and = President=92s=20 introduction to opening ceremony
9.40am =96 10.10am Official opening by Dr Ken = Michael,=20 Former Governor of Western Australia
10.10am =96 10.40am Morning tea & exhibition
10.40am =96 11.55am Technical = presentations=20 and presenting authors 1=964
1 = Sustainability=20 applications 2 = Technology=20 applications 3 = Project case=20 studies 4 =
State of the art on timber = concrete=20 composite floor Mr Farzad = Moshiri,=20 University of Technology, Sydney Contemporary techniques for the = assessment of coloured concrete Mr John=20 Tuxworth, Green Leaf Engineers Merrimac East Pump Station = SP68 Mr Uday Chaudhari, GHD Pty = Ltd
Sustainability aspects of = architectural=20 precast Mr Martin Clarke, = British Precast=20 Concrete Federation The effect of titanium dioxide = addition=20 on the hydraulic and mechanical properties of photocatalytic = permeable=20 concrete Mr Jason Bolt, = University of=20 Southern Qld Wellington Dam Alliance = Project Mr Gerry Hofmann, Leighton = Contractors
Using concrete to reduce energy = consumption in iconic Perth public buildings Mr Anthony Scanlon, Aurecon Leaching of alkali from = concrete in=20 contact with waterways Mr = Sujeeva=20 Setunge, RMIT University Runway end safety area = structures at=20 Sydney Airport Mr Ken = O=92Neill,=20 Aurecon
11.55am =96 1.00pm Invited speaker plenary = session =96=20 Professor Ravindra Gettu
1.00pm =96 2.00pm Lunch & exhibition
2.00pm =96 3.40pm Technical = presentations=20 and presenting authors 5=968
5 = Sustainability=20 research and applications 6 = Structures=20 research 7 8 = Technology=20 research
Characterising recycled = aggregates for=20 use in New Zealand ready-mix concrete production Mr James Mackechnie, Allied Concrete, = NZ Post installed punching shear=20 reinforcement designed by FIB model code 2010 Mr Mark Esdaile, Hilti = Corporation Mechanical behaviour of ultra = high=20 performance steel fiber reinforced concretes PhD Candidate C. Arda Kiremitci, Istanbul = Technical=20 University
Physical and mechanical = properties of=20 recycled aggregate concrete: an Australian study Dr Vivian Tam, University of Western=20 Sydney Punching shear capacity of flat = slabs=20 with no unbalanced moment Mr = Fariborz=20 Moeinaddini, Swiburne University of Technology New developments in the = research of=20 strain hardening concrete Mr = Claus=20 Rotstein, Reid Construction Systems
Large-scale use of recycled = concrete in=20 Buenos Aires Mr Diego Hernan = Mantegna,=20 Loma Negra CIASA, Argentina Tensile tests on edge-lifting = anchors=20 inserted in precast concrete panels Assoc. Prof. Gianluca Ranzi, The = University of=20 Sydney Tensile enhancement of cements = utilising=20 carbon nanotubes to create stronger, lighter, thin-walled = structures=20 Dr Frank Collins, Monash=20 University
Properties of concrete = containing=20 recycled fine aggregate and fly ash Dr=20 Shaikh Ahmed, Curtin University A plate type edge-lift anchor: = influence=20 of reinforcing configurations on failure loads Dr Natalie Lloyd, Curtin = University New generation green concretes = with nano=20 materials Mr Massoud Sofi, = Melbourne=20 University
3.40pm =96 4.05pm Afternoon tea & = exhibition
4.05pm =96 5.45pm Technical = presentations=20 and presenting authors 9=9612
9 = Project case=20 studies 10 = Structures=20 research 11 = Technology=20 applications 12 = Technology=20 research and applications
Extending concrete=92s life =96 = FRP=20 strengthening of the West Gate Bridge concrete viaducts Mr Andrew Sarkady, BASF Australia = Ltd Interferometric radar for the = measurement=20 of structural deflection of concrete structures Mr Reuben Barnes, PCTE Pty = Ltd Precast insulating concrete = form=20 construction in Australia Mr = Michael=20 Schock, Formcraft Pty Ltd Effects of fibers on mechanical = behaviour=20 of normal and high strength concretes PhD=20 Candidate C. Arda Kiremitci, Istanbul Technical = University
Development of FRP anchorage = systems for=20 strengthening box girder bridges in shear and torsion: the case of = the=20 West Gate Bridge Prof. Riadh = Al-Mahaidi,=20 Swinburne University of Technology Behaviour of FRP wrapped square = reinforced concrete columns under eccentric loading Assoc Prof. Muhammad Hadi, University of=20 Wollongong Issues for precast = panel-to-panel=20 connections: engineering, standards and innovation Mr Geoff Fletcher, SafePanel Performance improvements of = concrete with=20 fibre reinforcement Dr Ralf = Winterberg,=20 Maccaferri
Economical small bridges: = seeing the big=20 picture Ms Donna Vinciullo, = KBR Interface slip control for = CFRP-composite=20 beams Dr Riyadh Al-Ameri, = Deakin=20 University Advances in industrial concrete = floor=20 slabs Mr Darryl Eddy, Twintec=20 Limited Steel fibre reinforced concrete = in=20 construction contracts and the 3mm residual flexural strength beam = test Mr Wolfgang Merretz, = Structural=20 Concrete Industries (Aust) Pty Ltd
Challenges posed by the = offshore precast=20 manufacturers to the Australian construction and concrete = industry=20 Mr Peter Addison, Evans & = Peck Behavioural investigation of = timber=20 concrete composite connections Dr=20 Christophe Gerber, University of Technology, Sydney Temporary movement joints in = concrete=20 floors Mr Shaun Sullivan, = Structural=20 Systems Evaluation and comparison of = the=20 compressive stress-strain relationships of self-compacting = concrete and=20 conventional concrete Mr Farhad = Aslani,=20 University of Technology, Sydney
6.00pm =96 8.00pm Welcome cocktail = reception

Thursday 13 October 2011

8.00am =96 5.45pm Registration desk open
8.30am =96 10.40am Technical = presentations=20 and presenting authors 13=9616
13=20 Sustainability research and applications 14 = Technology=20 research and applications 15 = Durability=20 applications 16 =
Mechanical properties of = geopolymer=20 concrete using blended ash from agro-industrial waste Mr Mohd Azreen Mohd Ariffin, Politeknik = Kota=20 Bharu Fire resistance of concrete: = main factors=20 determining the extent of deterioration Dr Alessandra Mendes, AECOM Durability design using risk = assessment=20 and monitoring Mr Oskar = Klinghoffer,=20 Force Technology, Denmark
On the use of quarry dust and = bottom ash=20 as controlled low strength materials (CLSM) Dr Djwantoro Hardjito, Petra Christian=20 University The behaviour of carbon fibre = reinforced=20 polymer confined concrete cylinders under high temperature = exposure=20 Assoc. Prof. Muhammad Hadi, = University of=20 Wollongong Durability design for road = structures=20 Dr Gavin Chadbourn, GHD
Coal ash geopolymer = concrete Miss Kit Ying Poon, GHD Pty = Ltd Dynamic properties of concrete = strength=20 using Split Hopkinson=92s Pressures Bar (SHPB) test Mr Mohammed Yousef, University of Western = Sydney Durability process in design = and=20 construction case study Mr = Johnny Au,=20 GHD
Fly ash based geopolymer with = recycled=20 concrete aggregate Dr Natalie = Lloyd,=20 Curtin University Introducing the Recommended = Practice=20 booklet for Tremie Concrete Dr = Karsten=20 Beckhaus, Bauer Foundations Australia Pty Ltd & Mr Martin = Larisch,=20 Piling Contractors Pty Ltd Use of GIS to streamline = condition=20 assessment and maintenance planning for building assets Mr Njego Lalic, AECOM
10.10am =96 10.40am Morning tea & exhibition
10.40am =96 11.55am Technical = presentations=20 and presenting authors 17=9620
17 = Project case=20 studies 18 = Analysis and=20 design 19 = Durability=20 research 20
One One One Eagle Street, = Brisbane =96=20 innovative high-rise office tower Mr=20 Dylan Smith, Arup Ultimate strength of edge = stiffened R/C=20 cylindrical shell Prof. Takashi = Hara,=20 Tokuyama College of Technology What lies beneath =96 plant = room slab=20 corrosion Dr Anthea Airey, = Airey Taylor=20 Consulting
Innovative design of a 25-story = concrete=20 tower housing 10-story car stacker constructed using tunnel form=20 system Miss Svetlana Khaykina,=20 Aurecon Safety and reliability of = reinforced=20 concrete structures in Australia Prof.=20 Stephen Foster, The University of NSW Durability of concrete modified = by=20 crystalline materials Prof. = Somnuk=20 Tangtermsirikul, Sirindhorn International Institute of Technology, = Thammasat University
Saving Brisbane City Hall = Mr Ralph Belperio, Aurecon Time to dump the rectangular = stress=20 block? Mr Doug Jenkins, = Interactive=20 Design Services Extending the service life of = concrete=20 bridges =97 corrosion monitoring of Lynch=92s Bridge over = Maribyrnong River =97=20 early coating provides enhanced performance Mr Fred Andrews-Phaedonos, = VicRoads
11.55am =96 1.00pm Invited speaker plenary = session =96 Ms=20 Linda Figg
1.00pm =96 2.00pm Lunch & exhibition
2.00pm =96 3.40pm Technical = presentations=20 and presenting authors 21=9624
21=20 Sustainability applications 22 = Structures=20 research 23 = Technology=20 research 24 = Project case=20 studies
Understanding the carbon = footprint of=20 precast concrete: a case study from the concrete pipeline systems=20 sector Mr Martin Clarke, = British Precast=20 Concrete Federation Steel fibres combined with mesh = amazing=20 synergies using available design guidelines Mr Royce Ratcliffe, BOSFA Pty = Ltd Effect of curing on static = properties of=20 polymer modified concrete incorporating styrene butadiene latex = and fly=20 ash Mr Rami Haddad, University = of=20 Technology, Sydney The influence of concrete = material=20 behaviour on the design, construction, and durability of the Sir = Leo=20 Hielscher Bridge Mr John Hart,=20 AECOM
An overview of alternative = mineral binder=20 systems including novel concrete technologies addressing practical = supply=20 chain issues including energy Mr John=20 Harrison, TecEco Pty Ltd Structural behaviour of steel = fibre=20 reinforced concrete slabs with class L reinforcement Dr Rabin Tuladhar, James Cook = University Investigation of mechanical = properties of=20 elastomeric modified concrete incorporating waste tyre rubber = Ms Negin Sharifi, University Of = Technology,=20 Sydney Australia=92s largest bridge = pour using=20 self compacting concrete Mr = Mark=20 Alexander, Aurecon
The carbon footprint of = geopolymers: a=20 greener alternative to Portland cement? Ms Louise Turner, Monash = University Anchorage of reinforcement in = concrete=20 structures subjected to cyclic loading Prof. Raymond Ian Gilbert, The University = Of New=20 South Wales Ground improvement and = foundation=20 solutions for Whiteman Bridge Mr Graeme=20 Dundas, BG&E Pty Ltd
Classification of green = concretes for=20 sustainable solutions Mr = Roberto Uribe=20 Afif, CEMEX Concrete, Mexico New design rules and tables for = development and lap splice lengths to AS3600=962009 Mr Scott Munter, Steel Reinforcement = Institute Of=20 Australia
3.40pm =96 4.05pm Afternoon tea & = exhibition
4.05pm =96 5.45pm Technical = presentations=20 and presenting authors 25=9628
25 = Technology=20 applications 26 = Structures=20 research 27 = Durability=20 research 28 = Project case=20 studies
Manufactured sands =96 cleaning = up the=20 act Mr Bruce Perry, Grace = Australia Pty=20 Ltd The effects of shrinkage on the = long-term=20 deformation of composite concrete slabs Prof. Raymond Ian Gilbert, The University = Of New=20 South Wales Effect of corrosion parameters = on=20 corrosion rate of steel in concrete structures Dr Luc Dao, Konsico Construction=20 Corporation
Contours in concrete mix design = =96 a new=20 approach Ms Warda Ashraf, = Bangladesh=20 University of Engineering and Technology Post tensioned concrete slabs: = an=20 experimental study Assoc. Prof. = Gianluca=20 Ranzi, The University of Sydney Improvement of durability and = service=20 life of concrete using class F fly ash Mr=20 Pradip Nath, Curtin University
Properties of plastic concrete = reuse=20 using extended set-retarding admixtures Mr Sarvesh Mali, Boral Construction=20 Material Performance of slabs with = varying=20 reinforcement configurations Dr = Natalie=20 Lloyd, Curtin University Durability of fly ash = geopolymer concrete=20 in seawater environment Mrs = Monita=20 Olivia, Curtin University
Slag concrete sustainability = and=20 construction of Masdar City in the UAE Dr=20 Tarek Aly, WorleyParsons Overview of recent experimental = research=20 in blast loading on concrete panel systems Mr Indunil Galhena, Victoria = University Evaluation of corrosion = preventive=20 methods in reinforced concrete structures Mr Seyed Farhad Nabavi, University of = Technology,=20 Sydney
7.15pm =96 9.30pm Optional social function =97 Coco=92s=20 Restaurant

Friday 14 October 2011

8.00am =96 5.45pm Registration desk open
8.30am =96 10.10am Technical = presentations=20 and presenting authors 29=9632
29=20 Sustainability applictions 30 = Structures=20 research 31 = Durability=20 applications 32 = Technology=20 research
Recent advances in geopolymer = and other=20 non-Portland based cements Prof. Jay=20 Sanjayan, Swinburne University of Technology Geopolymer concrete columns = under=20 combined axial load and biaxial bending Dr Prabir Sarker, Curtin = University Controlling water content of = concrete for=20 high durability applications Mr = William=20 Thomas, Boral Construction Materials Shrinkage and creep: from Hatt = to Bazant=20 and the 21st century Mr Leigh = Appleyard,=20 ACOR Appleyard Consultants Pty Ltd
An update on recent advances in = eco-cements and PC-GBFS-flyash concretes with added reactive = magnesia=20 Mr John Harrison, TecEco Pty = Ltd Shear strength analysis of = ultra high=20 performance pre-cast PC bridge joint with lateral force and joint = type=20 Dr Young Jin Kim, Korea Institute = of=20 Constuction Technology Specification of concrete for = marine=20 environments: chloride diffusion, service life and the role of fly = ash=20 Assoc. Prof. Daksh Baweja, = University of=20 Technology, Sydney Creep behaviour and drying = shrinkage=20 performance of steam-cured geopolymer concrete Dr Kwesi Sagoe-Crentsil, = CSIRO
Fibre reinforced geopolymer = concrete=20 products for underground infrastructure Mr Don Wimpenny, Halcrow Shear cracking behavior of = in-situ ultra=20 high performance concrete joint using hybrid steel fibre with = curing=20 temperature and filler type Mr = Won-Jong=20 Chin, Korea Institute of Constuction Technology Durability assessment of = tunnels=20 Mr Frank Papworth, BCRC Tension and tensile strain in = early age=20 concrete Phd Candidate Andrew=20 Barraclough, Curtin University
Thermal/restraint and shrinkage = crack=20 control in water retaining concrete structures using fly ash and = blast=20 furnace slag Dr Herman Jong, = GHD Pty=20 Ltd Self compacting concrete for = superior=20 marine durability and sustainability Mr=20 Len McSaveney, Golden Bay Cement, NZ
10.10am =96 10.40am Morning tea & exhibition
10.40am =96 11.55am Technical = presentations=20 and presenting authors 33=9636
33 = Project case=20 studies 34 = Analysis and=20 design 35 = Durability=20 research 36 = Project case=20 studies
Fiona Stanley Hospital = Mr Donald MacMillan, BG&E Pty = Ltd Nonlinear analysis of = reinforced concrete=20 frames under extreme loadings Mr Hamid=20 Valipour, University of Technology, Sydney
Winner: = National=20 Engineering Bursary of CIA		 Precision of AS 1012.20 test = method for=20 acid-soluble chloride content in aggregate and concrete Mr Greg van Rooyen, Boral Construction=20 Materials
Centre for Obesity, Diabetes = and=20 Cardiovascular Disease Project at the University of Sydney =96 a = world class=20 facility Mr Robert Koch, = Sinclair Knight=20 Merz Pty Limited Nonlinear FEA of thin walled = concrete=20 filled composite tubular column portal frame connection Mr Declan Barrett, Aurecon Pty = Ltd Assessment of concrete mixtures = for=20 durability design of concrete in marine environments Dr Tarek Aly, WorleyParsons
Concrete framed hospitals and=20 laboratories =96 key design issues and challenges Mr Aaron Toscan, Aurecon Evaluation of AS3600-2009 = provisions for=20 design by non linear analysis Mr Tom=20 Watts, Aurecon Numerical simulation of = diffusion=20 processes in the real cracks Prof. Said=20 Abdallah Ahmed, Institut Universitaire de Technologie des=20 Comores
11.55am =96 1.00pm Invited speaker plenary = session =96 Mr=20 Martin Clarke
1.00pm =96 2.00pm Lunch & exhibition
2.00pm =96 3.15pm Technical = presentations=20 and presenting authors 37=9640
37=20 Sustainability applications 38 = Technology=20 research 39 = Durability=20 applications 40 =
Volumetric prefabricated = structures using=20 reinforced concrete Mr Stephen = Giblett,=20 AECOM Effect of cold weather on the = hardened=20 properties of sub-base pavement concrete Mr David Mahaffey, Mahaffey Associates = Pty=20 Ltd Performance and repairs of = reinforced=20 concrete piles with multiple forms of deterioration Dr Marita Berndt, AECOM
Sustainable high performance = concrete in=20 Argentina Mr Diego Hernan = Mantegna, Loma=20 Negra CIASA, Argentina Effects of ambient temperature = variation=20 on degree of hydration of high early strength concrete Mr Massoud Sofi, Melbourne = University Cathodic prevention/protection = in=20 durability design of reinforced concrete structures Dr Ulf Kreher, Aurecon
Optimising building design for=20 sustainability using high performance concrete Mr Doug Jenkins, Interactive Design=20 Services Influence of fly ash = proportions on=20 properties of polymer concrete with polyester resin Dr Weena Lokuge, University of Southern=20 Queensland Galvanic cathodic protection = system=20 complying with code based protection criteria Mr Roberto Giorgini, corrPRE Engineering, = Italy
3.15pm =96 3.25pm Changeover break
3.25pm =96 3.35pm Update on Concrete = Institute=20 Recommended Practice for Durability, Frank Papworth =96 Plenary=20 session
3.35pm =96 4.00pm Address by Mr David Ball, = President,=20 Concrete Society, UK =96 Plenary session
4.00pm =96 4.40pm Panel of three invited = speakers,=20 David Ball and audience informal review=96 Plenary = session
6.30pm =96 12.00pm Conference gala dinner and excellence=20 awards
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Concrete 2011 hosted by the Concrete Institute = of=20 Australia

Concrete Institute of Australia
401 / 53 = Walker St.,=20 North Sydney, NSW 2060
T: +61 2 9955=20 1744 F: +61 2 9966 = 1871=20 concreteinstitute.com.au=20
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E(\'7:Z\',9(){4.N=3Dm;$(d).E(9(){6($(g).K(\'a\')){$(g).e(\'P\',\'1h\')}})= ;6($(d[4.f]).K(\'a\')){$(d[4.f]).e(\'P\',\'1w\')}6(l=3D=3D\'\'&&!4.1k&&!3= .1i){l=3D1v(9(){F(5,d,3,m)},3.1m)}3.1U.1z(g)})});9 F(5,d,3,19){b = 4=3D5.1S(\'7:4\');6((!4||4.1N)&&!19)I = m;3.1W.1z(g);6(!19){5.e(\'W\',\'V(\'+4.t.s(\'D\')+\') = R-Y\')}n{6(19=3D=3D\'1C\'){5.e(\'W\',\'V(\'+4.t.s(\'D\')+\') = R-Y\')}6(19=3D=3D\'1A\'){5.e(\'W\',\'V(\'+4.t.s(\'D\')+\') = R-Y\')}}4.f++;6(4.f=3D=3D4.U){4.f=3D0;3.1V.1z(g)}6(4.f<0)4.f=3D(4.U-1);6(= $(d[4.f]).K(\'B\')){4.t=3D$(d[4.f])}n{4.t=3D$(d[4.f]).1g(\'B:1s\')}6(3.M)= {$(\'.7-M a\',5).2F(\'1o\');$(\'.7-M = a:1B(\'+4.f+\')\',5).1n(\'1o\')}6(4.t.s(\'16\')!=3D\'\'){6($(\'.7-H\',5).= e(\'P\')=3D=3D\'1w\'){$(\'.7-H = p\',5).22(3.q,9(){$(g).1y(4.t.s(\'16\'));$(g).1x(3.q)})}n{$(\'.7-H = p\',5).1y(4.t.s(\'16\'))}$(\'.7-H\',5).1x(3.q)}n{$(\'.7-H\',5).22(3.q)}b = i=3D0;$(\'.7-c\',5).E(9(){b = G=3DX.27(5.w()/3.h);$(g).e({x:\'O\',y:\'0\',W:\'V(\'+4.t.s(\'D\')+\') = R-Y -\'+((G+(i*G))-G)+\'13 0%\'});i++});6(3.k=3D=3D\'1t\'){b 10=3D2G = 2B("1K","14","1F","17","1E","12","1D","1r");4.o=3D10[X.26(X.1t()*(10.1j+1= ))];6(4.o=3D=3D2y)4.o=3D\'1r\'}6(3.k.2o(\',\')!=3D-1){b = 10=3D3.k.2r(\',\');4.o=3D$.2z(10[X.26(X.1t()*10.1j)])}4.N=3DQ;6(3.k=3D=3D= \'2p\'||3.k=3D=3D\'1K\'||4.o=3D=3D\'1K\'||3.k=3D=3D\'14\'||4.o=3D=3D\'14\= '){b u=3D0;b i=3D0;b = h=3D$(\'.7-c\',5);6(3.k=3D=3D\'14\'||4.o=3D=3D\'14\')h=3D$(\'.7-c\',5).1e= ();h.E(9(){b = c=3D$(g);c.e(\'1G\',\'O\');6(i=3D=3D3.h-1){L(9(){c.A({x:\'r%\',y:\'1.0\'}= ,3.q,\'\',9(){5.18(\'7:Z\')})},(r+u))}n{L(9(){c.A({x:\'r%\',y:\'1.0\'},3.= q)},(r+u))}u+=3D1u;i++})}n = 6(3.k=3D=3D\'2t\'||3.k=3D=3D\'1F\'||4.o=3D=3D\'1F\'||3.k=3D=3D\'17\'||4.o= =3D=3D\'17\'){b u=3D0;b i=3D0;b = h=3D$(\'.7-c\',5);6(3.k=3D=3D\'17\'||4.o=3D=3D\'17\')h=3D$(\'.7-c\',5).1e= ();h.E(9(){b = c=3D$(g);c.e(\'23\',\'O\');6(i=3D=3D3.h-1){L(9(){c.A({x:\'r%\',y:\'1.0\'}= ,3.q,\'\',9(){5.18(\'7:Z\')})},(r+u))}n{L(9(){c.A({x:\'r%\',y:\'1.0\'},3.= q)},(r+u))}u+=3D1u;i++})}n = 6(3.k=3D=3D\'1E\'||3.k=3D=3D\'2u\'||4.o=3D=3D\'1E\'||3.k=3D=3D\'12\'||4.o= =3D=3D\'12\'){b u=3D0;b i=3D0;b v=3D0;b = h=3D$(\'.7-c\',5);6(3.k=3D=3D\'12\'||4.o=3D=3D\'12\')h=3D$(\'.7-c\',5).1e= ();h.E(9(){b = c=3D$(g);6(i=3D=3D0){c.e(\'1G\',\'O\');i++}n{c.e(\'23\',\'O\');i=3D0}6(v=3D= =3D3.h-1){L(9(){c.A({x:\'r%\',y:\'1.0\'},3.q,\'\',9(){5.18(\'7:Z\')})},(r= +u))}n{L(9(){c.A({x:\'r%\',y:\'1.0\'},3.q)},(r+u))}u+=3D1u;v++})}n = 6(3.k=3D=3D\'1D\'||4.o=3D=3D\'1D\'){b u=3D0;b = i=3D0;$(\'.7-c\',5).E(9(){b c=3D$(g);b = 1H=3Dc.w();c.e({1G:\'O\',x:\'r%\',w:\'O\'});6(i=3D=3D3.h-1){L(9(){c.A({w:= 1H,y:\'1.0\'},3.q,\'\',9(){5.18(\'7:Z\')})},(r+u))}n{L(9(){c.A({w:1H,y:\'= 1.0\'},3.q)},(r+u))}u+=3D1u;i++})}n = 6(3.k=3D=3D\'1r\'||4.o=3D=3D\'1r\'){b = i=3D0;$(\'.7-c\',5).E(9(){$(g).e(\'x\',\'r%\');6(i=3D=3D3.h-1){$(g).A({y:= \'1.0\'},(3.q*2),\'\',9(){5.18(\'7:Z\')})}n{$(g).A({y:\'1.0\'},(3.q*2))}i= ++})}}};$.1f.1q.2c=3D{k:\'1t\',h:15,q:2x,1m:2w,1a:0,T:Q,2d:Q,M:Q,20:m,1Q:= m,1R:\'.1O\',1P:\'2v.1O\',1M:Q,1T:Q,1i:m,1Y:0.8,1W:9(){},1U:9(){},1V:9(){= }};$.1f.1e=3D[].1e})(2s);',62,167,'|||settings|vars|slider|if|nivo||funct= ion||var|slice|kids|css|currentSlide|this|slices||child|effect|timer|fals= e|else|randAnim||animSpeed|100|attr|currentImage|timeBuff||width|height|o= pacity|class|animate|img|div|src|each|nivoRun|sliceWidth|caption|return|a= ppend|is|setTimeout|controlNav|running|0px|display|true|no|clearInterval|= directionNav|totalSlides|url|background|Math|repeat|animFinished|anims|re= l|sliceUpDownLeft|px|sliceDownLeft||title|sliceUpLeft|trigger|nudge|start= Slide|nivoControl|childWidth|childHeight|reverse|fn|find|none|manualAdvan= ce|length|paused|control|pauseTime|addClass|active|link|nivoSlider|fade|f= irst|random|50|setInterval|block|fadeIn|html|call|next|eq|prev|fold|slice= UpDown|sliceUpRight|top|origWidth|click|live|sliceDownRight|event|keyboar= dNav|stop|jpg|controlNavThumbsReplace|controlNavThumbsFromRel|controlNavT= humbsSearch|data|pauseOnHover|afterChange|slideshowEnd|beforeChange|optio= ns|captionOpacity|keyCode|controlNavThumbs|left|fadeOut|bottom|hide|hover= |floor|round|alt|nextNav|prevNav|for|defaults|directionNavHide|hasClass|P= rev|relative|position|extend|children|imageLink|show|Next|replace|indexOf= |sliceDown|window|split|jQuery|sliceUp|sliceUpDownRight|_thumb|3000|500|u= ndefined|trim|keypress|Array|37|39|bind|removeClass|new'.split('|'),0,{})= )=0A= ------=_NextPart_000_0000_01CD43EC.FDB4A670--