TAI LIEU THAM KHAO

Một phần của tài liệu Luận văn thạc sĩ Kỹ thuật xây dựng: Thiết kế tối ưu kết cấu khung bê tông cốt thép chịu tác dụng của động đất sử dụng thuật giải di truyền (Trang 110 - 124)

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Chí “Xây Dựng” của Bộ Xây Dựng, ISSN 0866 — 8762, pp. 38-41.

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(2004). Calfem — A Finite Element Toolbox — Version 3.4.

The Division of Structural Mechanics at Lund University.

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Optimization for Seismic Design". 13" World Conference on

Earthquake Engineering, Vancouver, B.C., Canada.

Xiao-Kang ZOU and Chun-Man CHAN. (2004). "Seismic Drift

Performance-Based Design Optimization of Reinforced Concrete

Buildings". 13” World Conference on Earthquake Engineering,

Vancouver, B.C., Canada.

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tài liệu giảng dạy, trường Đại Học Bách Khoa TP. HCM.

Luận Văn Thạc Sĩ GVHD: PGS. TS. Bùi Công Thanh

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Bùi Công Thanh, Nguyễn Trường Sơn. (2005). “Thiết Kế Tôi Ưu Dam Cầu Bê Tông Cốt Thép Dự Ứng Lực Căng Trước Bằng Thuật Toán Di Truyền”. Tạp Chí “Xây Dựng” của Bộ Xây Dung, ISSN 0866 — 8762,

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Nguyễn Trung Hòa. (2008). Kết Câu Bê Tông Cốt Thép Theo Quy

Pham Hoa Ky. Nhà Xuât Ban Xây Dung Hà Nội.

Bùi Công Thành, Trương Tuan Hiệp. (2008). “Tối Ưu Vị Tướng Kết Cau Dan Phang Sử Dụng Thuật Giải Mô Phỏng Luyện Kim”. Tạp Chí Phát Trién KH&CN, Tập 11, Số 05-2008.

Lê Anh Thái. (2008). Thiết Kế Tối Ưu Kết Câu Khung Bê Tông Cốt

Thép Theo Tiêu Chuan Việt Nam Sử Dụng Thuật Giải Di Truyện, luận văn cao học.

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(2010). Nonlinear Structural Analysis For Seismic Design, A Guide for Practicing Engineers. National Institute of Standards and Technology, U.S Department of Commerce.

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Đỗ Kiến Quốc, Nguyễn Trọng Phước. (2010). Các Phương Pháp Số Trong Động Lực Học Kết Câu. Nhà Xuất Bản Đại Học Quốc Gia TP.

Hỗ Chí Minh.

Bora Gencturk, Amr S. Elnashai. (2011). Multi-Objective Optimal Seismic Design of Buildings Using Advanced Engineering Materials.

Deparment of civil and Environmental Engineering, University of Illinois at Urbana-Champaign.

A. Kaveh, O. Sabzi. (2012). "Optimal Design of Reinforced Concrete Frames Using Big Bang - Big Crunch Algorithm". International Journal of Civl Engineering, Vol. 10.

Tiéu Chuan Thiét Ké Tai Trong Va Tac Dong, TCVN 2737-1995.

Nhà Cao Tang — Thiết Kế Kết Câu Bê Tông Cốt Thép Toàn Khối,

TCVN 198-1997,

Tiêu Chuan Thiết Kế Kết Cấu Bê Tông Và Bê Tông Cốt Thép,

TCXDVN 356-2005.

Tiêu Chuan Thiết Kế Công Trinh Chịu Động Dat, TCVN 9386-2012.

American Concrete Institute (ACI). Building Code Requirements for Structural Concrete and Commentary, ACI 318M-11, 2011.

Luận Văn Thạc Sĩ GVHD: PGS. TS. Bùi Công Thanh

PHU LUC

1. Frameoptimization.m file

% Reinforce concrete frame

% PURPOSE

% Optimize Framecost

% REFERENCES

% Khanh Ba Nguyen 20-05-15

%---Set the options---

opts = gaoptimset('PopulationT ype’, 'doubleVector’, ...

‘PopInitRange', [0.3 O45 03 O45 03...],...

‘PopulationSize’, 300, ...

'EliteCount'’, 30, ...

'CrossoverFraction', 0.6, ...

'ParetoFraction’, [], ...

'MigrationDirection'[], ...

‘Migration Interval',[], ...

'MigrationFraction',[], ...

'Generations', 500, ...

"TimeLimit’, [], ...

FitnessLimit’, [], ...

‘StallGenLimit’, [], ...

‘StallTest',[], ...

‘StallTimeLimit', [], ...

'TolFun’, le-5, ...

'TolCon’, []. ...

InitialPopulation’, [], ...

TInitialScores'’, [], ...

PlotInterval'[], ...

‘CreationFcn', @gacreationuniform, ...

‘FitnessScalingFcn', @fitscalingrank, ...

‘SelectionFcn', @selectiontournament, ...

‘CrossoverFcn', @crossovertwopoint, ...

'‘MutationFcn', @mutationuniform, ...

'DistanceMeasureFcn'], ...

'HybridFcn', [], ...

‘PlotFcns',@ gaplotbestf, ...

‘OutputFens'’, [], ...

'Vectorized', 'off', ...

"UseParallel', []);

%---Call |gal to Solve the Problem---

[xbest, fbest, exitflag, Output] = ga(@framecost, 34, [], []. []. [. ...

[]: [I. LÍ: L: opts);

fprintf(‘The number of generations was : %d\n', Output.generations);

fprintf(‘The number of function evaluations was : %d\n', Output.funccount);

fprintf(‘The best function value found was : %ứ\n', fbest);

fprintf('The best variation value found was : %g\n', xbest);

2. Framecost.m file function Fp = framecost(x)

% Reinforce concrete frame

% PURPOSE

% Calculate Framecost

% REFERENCES

% Khanh Ba Nguyen 20-05-15

Fb = 12*L*(cc*gb*x(1)*x(2)+cs* gs*(x(2 1)+x(22))+cf*(x(1)+2*x(2)) ...

+cc* gb*x(3)*x(4)+cs* gs*(x(23)+x(24))+cf*(x(3)+2*x(4)) ...

+cc* gb*x(5)*x(6)+cs* gs*(x(25)+x(26))+cf*(x(5)+2*x(6))) ...

+9*#L*(cc*eb*x(7)*x(8)+cs#ứs*(x(27)+x(28))+cf#(x(7)+2*x(8)));

Fe = 10*H*(cc* gb*x(9)*x(10)+cs* gs*x(29)+2*cf*(x(9)+x(10)) ...

+cc*ob*x(11)*x(12)+cs* gs*x(30)+2*cf*(xC1 1)+x(12)) ...

+cc* gb*x(13)*x(14)+cs* gs*x(3 1)+2*cf*(x(13)+x(14)) ...

+cc* gb*x(15)*x(16)+cs* gs*x(32)+2*cf*(x(15)+x(16)) ...

+cc* gb*x(17)*x(18)+cs* gs*x(33)+2*cf*(x(17)+x(18)) ...

+cc* gb*x(19)*x(20)+cs* gs*x(34)+2*cf*(x(19)+x(20)));

F = Fb+Fc;

Fp=F+rp*G;

Luận Văn Thạc Sĩ GVHD: PGS. TS. Bùi Công Thanh

3. Frameanalysis.m file

function G = frameanal ysis(x)

% Reinforce concrete frame

% PURPOSE

% Analyze Planar Frame

% REFERENCES

% Khanh Ba Nguyen 20-05-15

E=3000000;

fc=1450;

fy=36500;

Al=x(1)*x(2); I1=x(1)*x(2)43/12;

A10=x(19)*x(20); II0=x(19)#x(20)^3/12;

%% --- Case | ---

K=zeros(192,192);

f=zeros(192,1);

epl=[E Al I1];

Edof1l=[61 13 14 15 16 17 18;

72 55 56 57 58 59 60];

[Ex] ,Ey1 J=coordxtr(Edof1 ,Coord ,Dof,2);

for i=1:12 [Ke,fe]=beam2e(Ex1(,:),Ey1G,:),ep!,eq1);

[K fJ=assem(Edof1(,:),K.Ke-.f,fe);

end

bc= [1 0; 2 0; 3 0; 40; 5 0; 60; 70; 8 0; 9 0; 100; 11 0; 12 0];

esól_ I=beam2s(ExI(1,:),Eyl(1,:),ep1,EdI(I:),eq1 21);

es62_1=beam2s(Ex1(2,:),Ey1(2,:),epl,Ed1(2,:),eq1 21);

es63_ I=beam2s(ExI(3.,:),Eyl(3,:),ep1I,Ed1(5 ;),eq1 21);

%% --- Case 2 --- K=zeros(192,192);

f=zeros(192,1);

{(13)=0.9* 1.2372;

{(25)=0.9*4 0209;

epl=[E Al I1];

Edof1l=[61 13 14 15 16 17 18;

72 55 56 57 58 59 60];

[Ex] ,Ey1 |Ecoordxtr(EdofT1 ,Coord ,Dof,2);

for 1=1:12 [Ke,fe]=beam2e(Ex1(,:),Ey1G,:),ep!,eq1);

[K fJ=assem(Edof1(,:),K.Ke-.f,fe);

end

bc= [1 0; 2 0; 3 0; 40; 5 0; 60; 70; 8 0; 9 0; 100; 11 0; 12 0];

a=solveq(K,f,bc);

es61_2=beam2s(Ex1(1,:),Ey1(1,:),ep1 ,Ed1(1,:),eq1 21);

es62_2=beam2s(Ex1(2,:),Ey1(2,:),epl ,Ed1(2,:),eq1 21);

es63_2=beam2s(Ex1(3,:),Ey1(3,:),ep1 ,Ed1(3,:),eq1 21);

Luận Văn Thạc Sĩ GVHD: PGS. TS. Bùi Công Thanh

% Group |

Mn_nt=checkbeam(fy,fc,as1 ,as2,w,h0,ab,alpha,coxi);

Mn_pt=checkbeam(fy,fc,as1 ;as2,w,h0,ab,alpha,coxI);

2e61_1 = (abs(max(es61_1(11,3),es61_2(11,3)))/abs(phi*Mn_pt))-1;

e61_2 = (abs(min(es61_1(1,3),es61_2(1 3)))/abs(phi*Mn_nt))-1;

ứ6ẽ_ 3 = (abs(min(es61_1(21,3),es61_2(21 3)))/abs(phi*Mn_nt))-1;

261 = (max(0,g61_1))42+(max(0,g61_2))42+(max(0,g61_3))%2;

%% --- Column constraints---

% Group |

% Combo "MIbottom & Nicor"

if abs(esl_ I(1,3))>abs(esl_2(1.3)) M=abs(esl_ I(1,3));

N=abs(es1_1(1,1));

else M=abs(esl_ 2(1.3));

N=abs(es1_2(1,1));

end [Ne, Negh] = checkcolumn(M,N,L0,w,h,h0,z,ac,fc,fy,E,coxI,as);

gl_1l=max(0,(Ne/Negh)-1)42;

% Combo "MI middle & Nicor"

if abs(es1_1(11,3))>abs(es1_2(11,3)) M=abs(es1_1(11,3));

N=abs(es1_1(11,1));

else M=abs(es1_2(11,3));

N=abs(es1_2(11,1));

end

[Ne, Negh] = checkcolumn(M,N,L0,w,h,h0,z,ac,fc,fy,E,coxI,as);

g1_2=max(0,(Ne/Negh)-1)/2;

% Combo "MItop & Nicor"

if abs(esI_1(21,3))>abs(es1_2(21,3)) M=abs(es1_1(21,3));

N=abs(es1_1(21,1));

else M=abs(es1_2(21,3));

N=abs(es1_2(21,1));

end

[Ne, Negh] = checkcolumn(M,N,LO,w,h,h0,z,ac,fc,fy,E,coxi,as) ; g1_3=max(0,(Ne/Negh)-1)/2;

ứl=gl_I+gl 2+sl_3;

%% --- Coding the constraints---

Luận Văn Thạc Sĩ GVHD: PGS. TS. Bùi Công Thanh

4. Seclectiontournament.m file

function parents = selectiontournament(expectation ,nParents options,tournamentSize)

%SELECTIONTOURNAMENT Each parent is the best of a random set.

% Copyright 2003-2007 The MathWorks, Inc.

% How many players in each tournament?

if nargin < 4 lÌ isempty(tournamentSize) tournamentSize = 4;

end

% Choose the players playerlist = ceil(size(expectation,1) * rand(nParents,tournamentSize));

% Play tournament parents = tournament(playerlist,expectation);

function champions = tournament(playerlist,expectation)

%tournament between players based on their expectation

playerSize = size(playerlist,1);

champions = zeros(1 ,playerSize);

% For each set of players for 1 = 1:playerSize

players = playerlist(i,:);

% For each tournament winner = players(1); % Assume that the first player is the winner for j = 2:length(players) % Winner plays against each other consecutively

scorel = expectation(winner,:);

score2 = expectation(players(j),:);

if score2(1) > scorel(1) winner = players(J);

elseif score2(1) == scorel(1) try % socre(2) may not be present for single objective problems

if score2(2) > score1(2) winner = players(J);

end catch end end end champIons(1) = winner;

5. Crossovertwopoint.m file

function xoverKids = crossovertwopoint(parents options ,GenomeLength,FitnessFcn unused ,thisPopul ation)

%CROSSOVERTWOPOINT Two point crossover.

% XOVERKIDS = CROSSOVERTWOPOINT(PARENTS OPTIONS ,GENOMELENGTH, ...

% FITNESSFCN,SCORES ,THISPOPULATION) creates the crossover children XOVERKIDS

% of the given population THISPOPULATION using the available parents PARENTS.

% Two points A and B are chosen at random. The child has the genes of the

% first parent at the locations after A and before B, and the genes of the

% second parent after B and before A. The individual is treated as a ring so

% that sections can wrap around the end.

% Copyright 2003-2007 The MathWorks, Inc.

% If GenomeLength is less than equal to 2 then there is one point to do

% crossover and this becomes single point crossover if GenomeLength <= 2

xoverKids = crossoversinglepoint(parents options ,GenomeLength,FitnessFcn,

unused ,thisPopulation);

return;

end

% where will the crossover points be?

% uniformly distributed over genome

% How many children to produce?

nKids = length(parents)/2;

% Extract information about linear constraints, if any linCon = options.LinearConstr;

constr = ~isequal(linCon.type,'unconstrained’);

% Allocate space for the kids xoverKids = zeros(nKids,GenomeLength);

% To move through the parents twice as fast as thekids are

% being produced, a separate index for the parents is needed index = 1;

Luận Văn Thạc Sĩ GVHD: PGS. TS. Bùi Công Thanh

for i=1:nKids

% get parents parent! = thisPopulation(parents(index),:);

index = index + 1;

parent2 = thisPopulation(parents(index),:);

index = index + 1;

% choose two (nonequal) crossover points sz =length(parent!) - 1;

xOverPointl = ceil(sz * rand);

xOverPoint2 = ceil(sz * rand);

while(xOverPoint2 == xOverPoint1) xOverPoint2 = ceil(sz * rand);

end

% Deal with the case where the splice wraps around the ends.

if(xOverPointl < xOverPoint2) left = xOverPoint1 ;

right = xOverPoint2;

else left = xOverPoint2;

right = xOverPointl ; swap = parentẽ;

parent! = parent2;

parent2 = swap;

end

% make one child xoverKids(i,:) = [ parentl(1:left), parent2(( left+ 1): nght), parent! ((

right+ 1): end) ];

% Make sure that offspring are feasible w.r.t. linear constraints if constr

feasible = is TrialFeasible(xoverKids@,:)',linCon.Aineq,linCon.bineg,linCon.Aeq, ...

linCon.beq,linCon.Ib,linCon.ub,sqrt(options.TolCon));

if ~feasible % Kid is not feasible

% Children are arithmetic mean of two parents (feasible w.r.t

% linear constraints) alpha = rand;

xoverKids(i,:) = alpha*parent! + (1 -alpha)*parent2;

end end

6. Mutationuniform.m file

function mutationChildren = mutationuniform(parents ,options,GenomeLength,FitnessFcn,state ,thisScore,this Population ,mutationRate)

ZMUTATIONUNIFORM Uniform multi-point mutation.

% MUTATIONCHILDREN = MUTATIONUNIFORM(PARENTS OPTIONS GGENOMELENGTH....

% FITNESSFCN,STATE,THISSCORE,THISPOPULATION, ...

% MUTATIONRATE) Creates the mutated children using

% uniform mutations at multiple points. Mutated genes are uniformly

% distributed over the range of the gene. The new value is NOT a function

% of the parents value for the gene.

% Copyright 2003-2007 The MathWorks, Inc.

if nargin < 8 || isempty(mutation Rate) mutationRate = 0.01; % default mutation rate end

if(strempi(options.PopulationT ype, 'doubleV ector')) mutationChildren = zeros(length(parents),GenomeLength);

for i=1:length(parents) child = thisPopulation(parents(i),:);

% Each element of the genome has mutationRate chance of being mutated.

mutationPoints = find(rand(1 ,length(child)) < mutationRate);

% each gene is replaced with a value chosen randomly from the range.

range = options.PopInitRange;

% range can have one column or one for each gene.

[r,c] = size(range);

if(c ~= 1) range = range(: mutationPoints);

end lower = range(1,:);

upper = range(2,:);

span = upper - lower;

child(mutationPoints) = lower + rand(1 ,length(@mutationPoints)) .* span;

mutationChildren(i,:) = child;

end

Một phần của tài liệu Luận văn thạc sĩ Kỹ thuật xây dựng: Thiết kế tối ưu kết cấu khung bê tông cốt thép chịu tác dụng của động đất sử dụng thuật giải di truyền (Trang 110 - 124)

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