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Keyword [Braced frames]
Result: 61 - 80 | Page: 4 of 6
61. Seismic Performance Evaluation Of Steel Concentrically Braced Frames Based On Reserve Capacity
62. Study On Shaking Table Test And Seismic Performance Of High Strength Steel Composite K-eccentrically Braced Frames
63. Seismic Performance Analysis Of Self-Centering Steel Concentrically Braced Frames Based On Opensees
64. Research On Performance-based Seismic Design Method Of Low Yield Point Concentrically Braced Frames
65. Study On The Cyclic Behavior Of The Buckling Restrained SMA Damper And Seismic Analysis Of Braced Frames
66. Seismic Performance Of The Assembled Plastic-deformation Controllable Steel Hinge And Its Buckling-Restrained Braced Frames Structure
67. Seismic Performance Analysis Of Braced Frame Structures With Replaceable Shear Link
68. Study On Structural Design Method Of Y-type Eccentrically Braced Frame Based On Slip Connection
69. Research On The Seismic Performance Of Gusset Plate Connection In Special Concentrically Braced Frames
70. Experimental Study And Theoretical Analysis Of Load Bearing Behavior For Key Connection Of Tower Boiler Steel Structure
71. Research On Evaluation Method Of Collapse Resistance Performance Of Low Ductility Steel Low-ductility Concentrically Braced Frames
72. Damage-free seismic-resistant self-centering concentrically-braced frames
73. Performance-based plastic design of earthquake resistant steel structures: Concentrically braced frames, tall moment frames, plate shear wall frames
74. Seismic analysis design of taller eccentrically braced frames
75. Simulating the inelastic seismic behavior of steel braced frames including the effects of low-cycle fatigue
76. Applicability of traditional design procedures to modular steel buildings
77. Connections and collapse resistance in R = 3 braced frames
78. Ductile fuses for special concentrically braced frames
79. Soil-Structure Interaction Effects on the Seismic Response of Low-Rise Eccentrically Braced Frames
80. Evaluation of building code provisions for buckling restrained braced frames using non-linear time history analysis
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