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Keyword [displacement based seismic design]
Result: 41 - 60 | Page: 3 of 4
41. A Relative Reliability Approach For Direct Displacement-based Seismic Design Of Partially Prestressed Reinforced Concrete Frame Structures
42. Direct Displacement-based Seismic Design And Performance Evaluation By Tall Hybird Structure
43. Research On The Displacement-based Seismic Design Method Of Concrete-filled Rectangular Steel Tube (CRFT) Frame Structure
44. Direct Displacement-based Seismic Design For RCS Composite Structure
45. Displacement-based Seismic Design Method Research On High-speed Railway Continuous Girder Bridge
46. Seismic Performance And Design Methods For Controlled Rocking Bridge Piers
47. Research On Direct Displacement-based Seismic Design Method Of SRC Column-steel Beam Mixed Frame
48. Study On Elastoplastic Properties Of Reinforced Concrete Pier Column And Their Applications In Seismic Design Of Bridges
49. Study On Displacement-based Seismic Design Method For Pile-supported Wharves
50. Study On Seismic Design Methodology For Frame-shear Wall Structures With Mild Steel Damping Walls In Highly Seismic Region
51. Direct Displacement-based Seismic Design Method Of Structures With Viscous Dampers
52. Research On Seismic Behavior And Design Method Of A New Type Of Buckling-restrained Braced Steel Frame
53. Seismic Performance Study Of Steel Structure Based On PBSD
54. Research On Seismic Behavior And Calculation Method Of Deformation Capacity Of Reinforced Concrete Shear Walls With Flange
55. Study On Displacement Response Spectra Of Ground Motions And Development Of Seismic Design Spectra
56. Research On Seismic Performance And Design Method Of Traditional-style Steel Structures
57. Study On Seismic Performance And Design Method For Segmental Concrete-Filled Steel Tubular Piers
58. Displacement-based Seismic Design Method Of Non-linear Structure Added With Oil Dampers
59. Optimun Hysteretic Damper Design For Multi-Story Timber Structure Represented By An Improned Pinching Model
60. Comparison And Analysis Of Seismic Performance Of New Self-Centering Piers And Traditional Self-centering Piers
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