Yusuf Cengiz Toklu - Metaheuristics for Structural Design and Analysis

4 Chapter 5Table 5.1. Design constants of the 5-bar truss structure Table 5.2. Optimum results of the 5-bar truss structure Table 5.3. Optimum results of the 5-bar truss structure for different inertia fu...Table 5.4. Optimum results of the 3-bar truss structure (existing methods) Table 5.5. Optimum results of the 3-bar truss structure (DE – different F) Table 5.6. Optimum results of the 3-bar truss structure (DE – different populati...Table 5.7. Member grouping and corresponding stress limits for the 25-bar space ...Table 5.8. Multiple loading conditions for the 25-bar space truss Table 5.9. Optimization results of the 25-bar truss space problem Table 5.10. Sensitivity of the optimized weight of the 25-bar space truss struct...Table 5.11. Multiple load cases for the 72-bar truss Table 5.12. Optimization results and comparison with the literature for the 72-b...Table 5.13. Member grouping for the planar 200-bar truss structure Table 5.14. Optimization results for the 200-bar truss optimization problem

5 Chapter 6Table 6.1. Optimum results of the RC beam (JA) Table 6.2. Optimum results of the RC beam (TLBO) Table 6.3. Optimum results of the RC beam (FPA) Table 6.4. Design constants and ranges of the design variables of RC spread foot...Table 6.5. Optimum results of RC spread footing with discrete variables Table 6.6. Optimum results of RC spread footing with continuous variables Table 6.7. Parameters of the objective function of the optimum RC column Table 6.8. Design constants and ranges of design variables Table 6.9. Optimum values of the RC column problem Table 6.10. Earthquake records used in the RC frame Table 6.11. Design constants and ranges of design variables of RC frame examples Table 6.12. Optimum design of columns (Frame 1) Table 6.13. Optimum design of beams (Frame 1) Table 6.14. Optimum design of columns (Frame 2) Table 6.15. Optimum design of beams (Frame 2) Table 6.16. Constraints of the RC cylindrical wall Table 6.17. Optimum results for post-tensioned RC wall Table 6.18. Design variables of the optimization of a post-tensioned wall

6 Chapter 7Table 7.1. Frequency and damping ratio expressions of the TMD optimization Table 7.2. Optimum results Table 7.3. Properties of the 10-story structure Table 7.4. Optimum results of the 10-story structure Table 7.5. Story parameters of the 40-story structure Table 7.6. Optimum results of the 40-story structure Table 7.7. Far-field ground motions (FEMA P-695 2009) Table 7.8. Near-field ground motions with pulses (FEMA P-695 2009) Table 7.9. Near-field ground motions without pulses (FEMA P-695 2009) Table 7.10. Responses of the 10-story structure under far-field records Table 7.11. Responses of the 10-story structure under near-field records with pu...Table 7.12. Responses of the 10-story structure under near-field records without...Table 7.13. Responses of the 40-story structure under far-field records Table 7.14. Responses of the 40-story structure under near-field records with pu...Table 7.15. Responses of the 40-story structure under near-field records without...Table 7.16. Optimum parameters of the isolation system (Nigdeli et al. 2013) Table 7.17. Earthquake data used in the optimization of a seismic isolation syst...Table 7.18. Response of optimum base-isolated structure (Nigdeli et al. 2013)

7 Chapter 8Table 8.1. Comparison between FEM and TPO/MA

1 Cover

2 Table of Contents

3 Dedication To Güler Toklu

4 Title Page Optimization Heuristics Set coordinated by Nicolas Monmarché and Patrick Siarry Volume 3

5 Copyright First published 2021 in Great Britain and the United States by ISTE Ltd and John Wiley & Sons, Inc. Apart from any fair dealing for the purposes of research or private study, or criticism or review, as permitted under the Copyright, Designs and Patents Act 1988, this publication may only be reproduced, stored or transmitted, in any form or by any means, with the prior permission in writing of the publishers, or in the case of reprographic reproduction in accordance with the terms and licenses issued by the CLA. Enquiries concerning reproduction outside these terms should be sent to the publishers at the undermentioned address: ISTE Ltd 27-37 St George’s Road London SW19 4EU UK www.iste.co.uk John Wiley & Sons, Inc. 111 River Street Hoboken, NJ 07030 USA www.wiley.com © ISTE Ltd 2021 The rights of Yusuf Cengiz Toklu, Gebrail Bekdaş and Sinan Melih Nigdeli to be identified as the authors of this work have been asserted by them in accordance with the Copyright, Designs and Patents Act 1988. Library of Congress Control Number: 2021932796 British Library Cataloguing-in-Publication Data A CIP record for this book is available from the British Library ISBN 978-1-78630-234-2

6 Preface

7 Introduction

8 Begin Reading

9 Future Trends

10 References

11 Index

12 Other titles from iSTE in Computer Engineering

13 End User License Agreement

1 v

2 ii

3 iii

4 iv

5 ix

6 x

7 xi

8 xii

9 xiii

10 xiv

11 1

12 2

13 3

14 4

15 5

16 6

17 7

18 8

19 9

20 10

21 11

22 12

23 13

24 14

25 15

26 16

27 17

28 18

29 19

30 20

31 21

32 22

33 23

34 24

35 25

36 26

37 27

38 28

39 29

40 31

41 32

42 33

43 34

44 35

45 36

46 37

47 38

48 39

49 40

50 41

51 42

52 43

53 44

54 45

55 46

56 47

57 48

58 49

59 50

60 51

61 52

62 53

63 54

64 55

65 56

66 57

67 58

68 59

69 60

70 61

71 62

72 63

73 64

74 65

75 66

76 67

77 68

78 69

79 70

80 71

81 72

82 73

83 75

84 76

85 77

86 78

87 79

88 80

89 81

90 82

91 83

92 84

93 85

94 86

95 87

96 88

97 89

98 90

99 91

100 92

101 93

102 94

103 95

104 96

105 97

106 98

107 99

108 101

109 102

110 103

111 104

112 105

113 106

114 107

115 108

116 109

117 110

118 111

119 112

120 113

121 114

122 115

123 116

124 117

125 118

126 119

127 120

128 121

129 122

130 123

131 124

132 125

133 126

134 127

135 128

136 129

137 130

138 131

139 132

140 133

141 134

142 135

143 136

144 137

145 138

146 139

147 140

148 141

149 142

150 143

151 144

152 145

153 146

154 147

155 148

156 149

157 150

158 151

159 152

160 153

161 154

162 155

163 156

164 157

165 158

166 159

167 160

168 161

169 162

170 163

171 164

172 165

173 166

174 167

175 168

176 169

177 170

178 171

179 172

180 173

181 174

182 175

183 176

184 177

185 178

186 179

187 181

188 182

189 183

190 184

191 185

192 186

193 187