| 论文题目 | 刊物名称 | 收录情况 | 卷期 | 排名 |
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Parametric Investigation of Self-Centering Prestressed Concrete Frame Structures with Variable Friction Dampers
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Buildings
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EI SCI
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1
|
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Seismic performance and resilience assessment of friction damped self-centering prestressed concrete frames
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Engineering Structures
|
EI SCI
|
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1
|
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Seismic design and performance of self-centering precast concrete frames with variable friction dampers
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Engineering Structures
|
EI SCI
|
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1
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Experimental investigation of friction-damped self-centering prestressed concrete beam-column connections with hidden corbels
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ASCE-Journal of Structural Engineering
|
EI SCI
|
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1
|
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Variable friction damped self-centering precast concrete beam–column connections with hidden corbels: Experimental investigation and theoretical analysis
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Engineering Structures
|
EI SCI
|
|
1
|
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Seismic behavior and reliability of variable friction damped self-centering prestressed concrete frames considering bolt bearing
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Soil dynamics and Earthquake Engineering
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SCI
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1
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Seismic performance and fragility analyses of self-centering prestressed concrete frames with infill walls
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Journal of Earthquake Engineering
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EI SCI
|
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1
|
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Experimental and numerical study of unbonded post-tensioned precast concrete connections with controllable post-decompression stiffness
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Structural Design of Tall and Special Buildings
|
EI SCI
|
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1
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Experimental investigation of hysteretic performance of self-centering glulam beam-to-column joint with friction dampers
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Journal of Earthquake Tsunami
|
EI SCI
|
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1
|
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Experimental investigation of a self-centering precast concrete beam-to-column connection with top and bottom friction energy dissipaters
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Structural Design of Tall and Special Buildings
|
EI SCI
|
|
1
|
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The Seismic Performance and Global Collapse Resistance Capacity of Infilled Reinforced Concrete Frames Considering the Axial–Shear–Bending Interaction of Columns
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Buildings
|
EI SCI
|
|
1
|
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带填充墙自复位预应力混凝土框架结构的抗震性能分析
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工程力学
|
EI
|
|
1
|
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.填充墙对自复位预应力混凝土框架高阶模态效应的影响分析
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工业建筑
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|
1
|
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节点张开后刚度对变摩擦耗能自复位预应力混凝土框架抗震性能的影响分析
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工业建筑
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|
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1
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地震动持时对自复位预应力混凝土框架动力响应的影响
|
工业建筑
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1
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