Long pages

Showing below up to 50 results in range #51 to #100.

51. (hist) ‎ConcreteCM - Complete Concrete Model by Chang and Mander (1994) ‎[10,321 bytes]
52. (hist) ‎Manzari Dafalias Material ‎[10,273 bytes]
53. (hist) ‎OpenSees Example 8. generic 3D Frame, NStory NBayX NBayZ, Reinforced-Concrete Section & Steel W-Section ‎[10,225 bytes]
54. (hist) ‎ConfinedConcrete01 Material ‎[10,215 bytes]
55. (hist) ‎Triple Friction Pendulum Element ‎[10,085 bytes]
56. (hist) ‎Dynamic Analysis of 2-Story Moment Frame ‎[10,001 bytes]
57. (hist) ‎OpenSees Example 7. 3D Frame, 3-story 3-bayX 3-bayZ, Reinforced-Concrete Section & Steel W-Section ‎[9,874 bytes]
58. (hist) ‎PressureIndependMultiYield Material ‎[9,865 bytes]
59. (hist) ‎MVLEM - Multiple-Vertical-Line-Element-Model for RC Walls ‎[9,492 bytes]
60. (hist) ‎Moment Curvature Example ‎[9,430 bytes]
61. (hist) ‎OpenSees Example 4. Portal Frame ‎[9,415 bytes]
62. (hist) ‎Simply supported beam modeled with two dimensional solid elements ‎[9,405 bytes]
63. (hist) ‎Drucker Prager ‎[9,320 bytes]
64. (hist) ‎PressureDependMultiYield02-Example 2 ‎[9,194 bytes]
65. (hist) ‎UVCuniaxial (Updated Voce-Chaboche) ‎[9,177 bytes]
66. (hist) ‎PressureDependMultiYield-Example 12 ‎[9,135 bytes]
67. (hist) ‎BuildingTcl -- ModelTypeLabel Elevation ‎[8,959 bytes]
68. (hist) ‎PressureDependMultiYield-Example 11 ‎[8,954 bytes]
69. (hist) ‎Stress Density Material ‎[8,550 bytes]
70. (hist) ‎SteelMPF - Menegotto and Pinto (1973) Model Extended by Filippou et al. (1983) ‎[8,549 bytes]
71. (hist) ‎PressureDependMultiYield02-Example 1 ‎[8,403 bytes]
72. (hist) ‎Modified Ibarra-Medina-Krawinkler Deterioration Model with Bilinear Hysteretic Response (Bilin Material) ‎[8,390 bytes]
73. (hist) ‎HDR ‎[8,386 bytes]
74. (hist) ‎RotationShearCurve ‎[8,041 bytes]
75. (hist) ‎PressureDependMultiYield-Example 7 ‎[8,038 bytes]
76. (hist) ‎PressureDependMultiYield-Example 6 ‎[8,028 bytes]
77. (hist) ‎OpenSees Example 3. Cantilever Column with units ‎[8,015 bytes]
78. (hist) ‎BuildingTcl ‎[8,004 bytes]
79. (hist) ‎Eigen analysis of a two-story one-bay frame ‎[7,920 bytes]
80. (hist) ‎Eigen analysis of a two-storey shear frame ‎[7,655 bytes]
81. (hist) ‎Eigen analysis of a two-story shear frame ‎[7,644 bytes]
82. (hist) ‎FSAM - 2D RC Panel Constitutive Behavior ‎[7,520 bytes]
83. (hist) ‎PySimple1 Material ‎[7,470 bytes]
84. (hist) ‎PressureDependMultiYield-Example 10 ‎[7,401 bytes]
85. (hist) ‎Steel4 Material ‎[7,396 bytes]
86. (hist) ‎PressureDependMultiYield-Example 8 ‎[7,335 bytes]
87. (hist) ‎Eigen analysis of a two-storey one-bay frame ‎[7,239 bytes]
88. (hist) ‎Add a New Element Fortran ‎[7,092 bytes]
89. (hist) ‎Bilin Material ‎[7,072 bytes]
90. (hist) ‎PressureDependMultiYield-Example 9 ‎[6,941 bytes]
91. (hist) ‎RJ-Watson EQS Bearing Element ‎[6,898 bytes]
92. (hist) ‎Bond SP01 - - Strain Penetration Model for Fully Anchored Steel Reinforcing Bars ‎[6,773 bytes]
93. (hist) ‎Truss Model Example - Squat RC Wall ‎[6,746 bytes]
94. (hist) ‎QzSimple1 Material ‎[6,719 bytes]
95. (hist) ‎Modified Ibarra-Medina-Krawinkler Deterioration Model with Pinched Hysteretic Response (ModIMKPinching Material) ‎[6,708 bytes]
96. (hist) ‎Single Friction Pendulum Bearing Element ‎[6,630 bytes]
97. (hist) ‎Modified Ibarra-Medina-Krawinkler Deterioration Model with Peak-Oriented Hysteretic Response (ModIMKPeakOriented Material) ‎[6,549 bytes]
98. (hist) ‎Flat Slider Bearing Element ‎[6,472 bytes]
99. (hist) ‎PressureDependMultiYield-Example 4 ‎[6,458 bytes]
100. (hist) ‎PressureDependMultiYield-Example 3 ‎[6,455 bytes]