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| Story shear distribution of high-strength steel frame with D-eccentric brace based on multi-seismic-hazard levels |
| Received:December 28, 2022 Revised:April 18, 2023 |
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| DOI：10.7511/jslx20221228002 |
| KeyWord:D-eccentric brace story shear distribution near-fault ground motions high-strength steel frame |
| Author | Institution |
| 李慎 |
西安理工大学 土木建筑工程学院, 西安 |
| 丁世豪 |
西安理工大学 土木建筑工程学院, 西安 |
| 李晓蕾 |
西安理工大学 土木建筑工程学院, 西安 |
| 穆林 |
西安理工大学 土木建筑工程学院, 西安 |
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| Abstract: |
| A high-strength steel frame with D-eccentric braces (D-HSS-EBF) includs Q355 steel for the energy-dissipating components,while the non-energy dissipating components,such as columns and beams,uses the high strength steel Q460,which is a new seismic resistant structure.The links are found to develop full plastic deformation when the structure suffer rare earthquakes.The story shear distribution is not suitable for the capacity-based design method,because the stiffness of D-HSS-EBF is changed under plastic state.Therefore,this paper presents the elastic-plastic story shear distribution of D-HSS-EBF under various seismic hazard levels.Based on this,the prototype structures of D-HSS-EBF are designed considering different stories (4-,8-,12-,and 16-stories) and different link length (900 mm,1000 mm and 1100 mm),and the story shear distribution modes under various seismic hazard levels are raised under near-fault ground motions and far-fault ground motions.Furthermore,the parameters of the story shear distribution under rare earthquakes are determined by the elastic-plastic lateral force. |
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