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湖南大学 [21]
清华大学 [19]
兰州理工大学 [12]
重庆大学 [5]
华南理工大学 [3]
中南林业科技大学 [2]
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期刊论文 [57]
会议论文 [9]
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Experimental and numerical investigation on the anti-progressive collapse performance of fabricated connection with CFST column and composite beam
期刊论文
Engineering Structures, 2022, 卷号: 256
作者:
Zheng, Long
;
Wang, Wen-Da
;
Xian, Wei
收藏
  |  
浏览/下载:23/0
  |  
提交时间:2022/04/21
Composite beams and girders
Deformation
Plates (structural components)
Structural dynamics
Beam connections
Composite beam
Concrete filled steel tubular columns
Dynamic increasing factor
Fabricated connection
Performance
Progressive collapse
Ring plate
Tubular composites
Vertical resistance
The influence of laser etching biomimicking configuration on the strength of metal-plastic connection
期刊论文
Materials Research Express, 2022, 卷号: 9, 期号: 5, 页码: 14
作者:
F. D. Liu
;
X. N. Xu
;
J. M. Liu
;
H. Q. Fan
;
G. Z. Huang and H. Zhang
收藏
  |  
浏览/下载:0/0
  |  
提交时间:2023/06/14
Seismic performance of shear energy dissipation beams in D-shaped eccentrically braced steel frames
期刊论文
Journal of Constructional Steel Research, 2021, 卷号: 180
作者:
Xu, Jixiang
;
Wang, Shuai Lin
;
Mohamed, Hazem Samih
;
Han, Jianping
;
Han, Zhaolong
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  |  
浏览/下载:20/0
  |  
提交时间:2021/04/12
Bearing capacity
Computation theory
Connectors (structural)
Ductility
Energy dissipation
Flanges
Hysteresis
Rigid structures
Rigidity
Seismic waves
Seismology
Steel construction
Steel structures
Stiffness
Structural design
Structural frames
Ductility and energy dissipation capacities
Eccentrically braced steel frames
Energy dissipation ability
Hysteretic performance
Load-bearing capacity
Stiffness degradation
Ultimate bearing capacity
Width-to-thickness ratio
Toggle buckling-restrained brace systems and a corresponding design method for the seismic retrofit of bridge bents
期刊论文
Engineering Structures, 2020, 卷号: 221
作者:
Shi, Yan
;
Zhong, Zhengwu
;
Qin, Hongguo
;
Han, Jianping
;
Sun, Zhiguo
收藏
  |  
浏览/下载:5/0
  |  
提交时间:2022/02/17
Bridges
Buckling
Connectors (structural)
Energy dissipation
Retrofitting
Seismology
Buckling restrained braces
Displacement amplification
Displacement demand
Displacement-based designs
Energy dissipation capacities
Nonlinear time history analysis
Seismic retrofits
Small displacement
Toggle buckling-restrained brace systems and a corresponding design method for the seismic retrofit of bridge bents
期刊论文
Engineering Structures, 2020, 卷号: 221
作者:
Shi, Yan
;
Zhong, Zhengwu
;
Qin, Hongguo
;
Han, Jianping
;
Sun, Zhiguo
收藏
  |  
浏览/下载:15/0
  |  
提交时间:2020/11/14
Bridges
Buckling
Connectors (structural)
Energy dissipation
Retrofitting
Seismology
Buckling restrained braces
Displacement amplification
Displacement demand
Displacement-based designs
Energy dissipation capacities
Nonlinear time history analysis
Seismic retrofits
Small displacement
Experimental investigation on shear steel bars in CRTS II slab ballastless track under low-cyclic reciprocating load
期刊论文
Construction and Building Materials, 2020, 卷号: 255
作者:
Feng, Yulin
;
Jiang, Lizhong
;
Zhou, Wangbao
;
Han, Jianping
;
Zhang, Yuntai
收藏
  |  
浏览/下载:11/0
  |  
提交时间:2020/11/14
Concrete slabs
Connectors (structural)
Energy dissipation
Failure (mechanical)
Load testing
Mortar
Railroad tracks
Railroad transportation
Railroads
Seismic waves
Seismology
Stiffness
Energy dissipation capacities
Experimental investigations
High
speed railways
Seismic Performance
Slab ballastless track
Stiffness degradation
Strength and stiffness
Strength degradation
Experimental investigation on shear steel bars in CRTS II slab ballastless track under low-cyclic reciprocating load
期刊论文
Construction and Building Materials, 2020, 卷号: 255
作者:
Feng, Yulin
;
Jiang, Lizhong
;
Zhou, Wangbao
;
Han, Jianping
;
Zhang, Yuntai
收藏
  |  
浏览/下载:10/0
  |  
提交时间:2022/02/17
Concrete slabs
Connectors (structural)
Energy dissipation
Failure (mechanical)
Load testing
Mortar
Railroad tracks
Railroad transportation
Railroads
Seismic waves
Seismology
Stiffness
Energy dissipation capacities
Experimental investigations
High
speed railways
Seismic Performance
Slab ballastless track
Stiffness degradation
Strength and stiffness
Strength degradation
Effect of Shear Connector Layout on the Behavior of Steel-Concrete Composite Beams with Interface Slip
期刊论文
APPLIED SCIENCES-BASEL, 2019, 卷号: 9
作者:
Zeng, Xinggui
;
Jiang, Shao-Fei
;
Zhou, Donghua
收藏
  |  
浏览/下载:8/0
  |  
提交时间:2019/11/21
composite beam element
interface slip
partial interaction
shear connectors
stepwise uniform distribution
element stiffness matrix
Seismic Behavior of Shear Connectors of Steel Vierendeel Sandwich Plate.
期刊论文
Mathematical Problems in Engineering, 2019, 页码: 1-14
作者:
Jiang, Lan
;
Ma, Kejian
;
Zhang, Huagang
;
Wu, Qin
;
Lu, Hongna
收藏
  |  
浏览/下载:6/0
  |  
提交时间:2019/12/13
Experimental study on impact behaviour of stud shear connectors in composite beams with profiled steel sheeting
期刊论文
Journal of Constructional Steel Research, 2019, 卷号: Vol.161, 页码: 436-449
作者:
Jingsi Huo
;
Haitao Wang
;
Long Li
;
Yanzhi Liu
收藏
  |  
浏览/下载:5/0
  |  
提交时间:2019/12/13
Steel stud connectors
Profiled steel sheeting
Push-out test
Impact loading
Strain-rate effect
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