Precast concrete column base with replaceable energy dissipation connectors: Quasi-static tests and numerical research,EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS,51(5):1038-1057(SCI)
Low-cycle fatigue life evaluation of buckling-restrained braces based on cumulative plastic deformation curves,ADVANCES IN STRUCTURAL ENGINEERING,25(2)：336-354(SCI)
Elastic Displacement Spectrum-Based Design Approach for Precast Concrete Frame with Replaceable Energy-Dissipating Connectors,JOURNAL OF EARTHQUAKE ENGINEERING,26(5):2411-2436(SCI)
Hysteretic behavior of a new precast concrete interior beam-to-column joint with a controllable bending moment,JOURNAL OF BUILDING ENGINEERING,45:103557(SCI)
Experimental study of mechanical properties of beam-column joint of a replaceable energy-dissipation connector-precast concrete frame,JOURNAL OF BUILDING ENGINEERING,43:102588(SCI)
Flexural mechanism and design method of novel precast concrete slabs with crossed bent-up rebar,JOURNAL OF BUILDING ENGINEERING,50:104216(SCI)
Experimental investigation of a single-yielding precast concrete beam-column connection with replaceable energy-dissipation connector,SOIL DYNAMICS AND EARTHQUAKE ENGINEERING,150 :106906(SCI)
Experimental investigation on hysteretic performance and deformation patterns of single-side yielding precast concrete beam-column connection with energy dissipation bars,ENGINEERING STRUCTURES,245:112841(SCI)
Experimental study on mechanical behaviour of replaceable energy dissipation connectors for precast concrete frames,STRUCTURES,33: 3147-3162(SCI)
A novel precast concrete beam-to-column connection with replaceable energy-dissipation connector: Experimental investigation and theoretical analysis,BULLETIN OF EARTHQUAKE ENGINEERING,19(12): 4911-4943(SCI)
Seismic performance of buckling-restrained reduced beam section connection for steel frames,JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH,181:106622(SCI)
Experimental study on seismic performance of precast concrete frame with replaceable energy-dissipating connectors,ENGINEERING STRUCTURES,231:111719(SCI)
Pseudo-dynamic and quasi-static testing of hinged truss with all-steel buckling-restrained braces at base,EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS,50(4): 1204-1222(SCI)
Low-Cycle Fatigue Life Estimation Curve for Buckling-Restrained Braces Based on Cumulative Plastic Deformation,JOURNAL OF EARTHQUAKE ENGINEERING,26(6):2773-2801(SCI)
Influence of the core-restrainer clearance on the mechanical performance of sandwich buckling-restrained braces,ADVANCED STEEL CONSTRUCTION,16(1): 37-46(SCI)
Analytical and experimental studies on buckling-restrained brace with gap-supported tendon protection,JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH,164:105807(SCI)
Post-Yielding Behavior of Hinge-Supported Wall with Buckling-Restrained Braces in Base,JOURNAL OF EARTHQUAKE AND TSUNAMI,13(3/4): 1940003(SCI)
Damage Concentration Effect of Multistory Buckling-Restrained Braced Frames,ADVANCES IN CIVIL ENGINEERING,2019:7164373(SCI)
Analysis of the Seismic Demand of High-Performance Buckling-Restrained Braces under a Strong Earthquake and Its Aftershocks,ADVANCES IN CIVIL ENGINEERING,2019:1482736(SCI)
Seismic lateral displacement analysis and design of an earthquake-resilient dual wall-frame system,ENGINEERING STRUCTURES,177:85-102(SCI)
Elastic displacement spectrum-based design of damage-controlling BRBFs with rocking walls,JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH,148: 691-706(SCI)
Multi-Index Seismic Capacity Evaluation of Buckling-Restrained Braced Frames,INTERNATIONAL JOURNAL OF STEEL STRUCTURES,18(2): 353-364(SCI)
Experimental Study on Low-Cycle Fatigue Performance of Weld-Free Buckling-Restrained Braces,JOURNAL OF EARTHQUAKE ENGINEERING,22(8): 1392-1414(SCI)
Evaluating the Effect of Buckling-Restrained Brace Model on Seismic Structural Responses,JOURNAL OF EARTHQUAKE AND TSUNAMI,11(2): 1750002(SCI)
Elastic Displacement Spectrum-Based Design Approach for Buckling-Restrained Braced Frames,JOURNAL OF EARTHQUAKE ENGINEERING,20(6): 841-860(SCI)
A Novel Form Analysis Method Considering Pretension Process for Suspen-dome Structures,KSCE JOURNAL OF CIVIL ENGINEERING,18(5): 1411-1420(SCI)
Experimental and Theoretical Studies on Plastic Torsional Buckling of Steel Buckling-restrained Braces,ADVANCES IN STRUCTURAL ENGINEERING,17(6): 871-880(SCI)
Hysteretic characteristic with P-delta effect and its influence on collapse resistance capacity of structure under earthquakes,JOURNAL OF EARTHQUAKE AND TSUNAMI,7(3)：1350022(SCI)
带可更换耗能钢棒的装配式混凝土单侧屈服梁柱节点抗震性能试验研究,工程力学,39(7):205-216;256(EI)
可更换耗能连接件的装配式混凝土框架结构抗震性能试验研究,建筑结构学报,43(1):69-76(EI)
可更换耗能连接组件的装配式混凝土柱脚抗震性能试验研究,建筑结构学报,43(11):51-62(EI)
基于可更换耗能连接的装配式混凝土梁柱节点力学性能试验研究,东南大学学报,51(1): 1-8(EI)
可更换耗能连接力学机理及变形性能研究,工程力学,37(6): 186-195(EI)
Prediction method of restoring force based on online AdaBoost regression tree algorithm in hybrid test,Journal of Southeast University ( English Edition),36(2): 181-187(EI)
基于遗忘因子和LMBP 神经网络的混合试验在线模型更新方法,振动与冲击,39(9): 42-48(EI)
Higher mode effects in hinged wall with BＲBs,Journal of Southeast University ( English Edition),36(1): 56-66(EI)
in base-frame structures using distributed parameter models
支撑屈服后屈曲约束支撑框架损伤集中效应分析,土木工程学报,52(6): 45-54(EI)
A simplified simulation method of friction pendulum bearings,Journal of Southeast University ( English Edition),34(4): 480-487(EI)
底部带屈曲约束支撑的摇摆桁架抗震性能试验研究,东南大学学报,48(2): 303-309(EI)
角钢拼接十字形无焊核心的高性能屈曲约束支撑试验研究,东南大学学报,47(4): 743-750(EI)
屈曲约束支撑框架的支撑布置原则研究,工程力学,33(12): 104-111(EI)
底部带有屈曲约束支撑的摇摆墙框架结构抗震性能分析,振动与冲击,35(23): 35-40(EI)
铸造十字形截面屈曲约束支撑的抗震性能试验研究,建筑钢结构进展,18(3): 10-17(EI)
单面受火双钢板-混凝土组合剪力墙的耐火性能试验研究,东南大学学报,46(3): 518-522(EI)
结构抗倒塌能力简化评估方法及其应用,建筑结构学报,36(6): 13-18(EI)
单层屈曲约束支撑框架的抗震参数,东南大学学报,45(3): 544-549(EI)
屈曲约束支撑端部塑性扭转屈曲试验研究,工程力学,31(3): 168-172(EI)
考虑P－Δ效应的结构响应函数简化求解方法,土木建筑与环境工程,35(6): 89-95(EI)
带间隙拉索保护的屈曲约束支撑受力性能研究,建筑结构,43(19): 78-82(EI)
预应力空间网格结构张拉全过程的反馈控制研究,建筑结构学报,34(10): 93-100(EI)
大跨弦支穹顶结构的振动模态与地震响应分析,振动、测试与诊断,33(4): 609-613(EI)
屈曲约束支撑刚度与屈服力匹配关系研究,世界地震工程,29(2): 138-144,核心
国标Q235 钢屈曲约束支撑低周疲劳试验研究,土木工程学报,46(6): 29-34(EI)
考虑P-Δ效应的结构地震倒塌及影响因素分析,建筑结构学报,34(2): 69-75(EI)
P- Δ效应下滞回特征对结构抗倒塌能力的影响,东南大学学报,43(1): 188-194(EI)
