共发表EI和SCI收录的学术论文60余篇,其中代表性学术论文:
1) Shao Changjiang, Qi Qiming, Wei Wang, Xiao Zhenghao, Shaking table test on the specimens of railway round-ended hollow tall piers, China Civil Engineering Journal, 2020, 53(2), 72-80
2) Changjiang Shao, Qi Qiming et al, Experimental study on the seismic performance of round-ended hollow piers, Engineering Structures, 2019, 195:309-323
3) Shao Changjiang, Wei Wang, Qi Qiming, Wang Meng, Hu Chenxu, Xiao Zhenghao, Xiao Laichuan, Experimental study on design quantity of stirrup plastic hinge region of concrete column, China Civil Engineering Journal, 2019, 52(12), 114-123
4) Wei Wang, Shao Changjiang, Xiao Zhenghao, et al, Experimental study on effective stiffness of reinforced concrete hollow piers, China Civil Engineering Journal, 2019, 52(10), 101-110
5) Shao Changjiang, Qi Qiming, Wei Wang et al, Quasi-static test on seismic ductility of round-end hollow-section railway piers, China Civil Engineering Journal, 2019, 52(7), 118-128
6) Shao Changjiang, Sun Nanchang, Zuo Xue et al, Study on plastic hinge length of rectangular hollow-section concrete pier, China Civil Engineering Journal, 2018, 51(11), 120-128
7) Shao Changjiang, Qi Qiming, Wei Wang et al, Shaking table test of seismic performance of a simply-supported girder bridge with single column, Journal of Vibration and Shock, 2019, 38(1)16: 49-55
8) Shao Changjiang, Qi Qiming, Wei Wang, Hu Chenxu, Comparison on formulas of shear capacity in plastic hinge region for concrete hollow piers, Journal of Southwest Jiaotong University, online, 2019-10-23
9) Changjiang Shao, Jiann-wen Woody Ju et al, Seismic applicability of a long-span railway concrete upper-deck arch bridge with CFST rigid skeleton rib, Structural Engineering and Mechanics, 2017, 61(5): 645-655
10) Li Jing, Shao Changjiang, Qian Yongjiu, Yang Huaping, Innovative Hysteresis Model and Parameter Identification Method for RC Rectangular Hollow Piers, Journal of Southwest Jiaotong University, online, 2019-12-11
11) Wang Xiuzhen, Qian Yongjiu, Shao Changjiang et al, Seismic fragility of frame structure considering correlation between different layers, Journal of Jilin University, 2020, 1: 202-209
12) You Lihui, Liu Wei, Shao Changjiang et al, Analysis on Damage Mechanism by Earthquake of Plane Concrete Frame Structure, High Speed Railway Technology, 2019, 10(4): 34-37
13) Li Jing, Qian Yongjiu, Yang Huaping, Shao Changjiang, Residual displacement coefficient spectrum for structures under near-fault pulse-like ground motions, Journal of Vibration and Shock, 2019, 38(10): 169-176
14) Li Jilin, Li Mingqing, Shao Changjiang et al, Semi-static test of round-end hollow-section railway piers, Journal of Railway Science and Engineering, 2019, 16(5): 1237-1243
15) Li Jian, Shao Changjiang, A Simplified Calculation Method for Seismic Analysis of Friction Pendulum Bearing Isolated Continuous Girder Bridge, Railway Engineering, 2019, 59(6): 10-13
16) Shao Changjiang, Sun Nanchang, Zuo Xue et al, A Kind of Simplified Design Approach for Girder Bridge Isolated by Triple Friction Pendulum Bearing, Highway Engineering, 2017, 42(6): 12-16+23
17) Yang Huaping, Qian Yongiu, Li Jing, Shao Changjiang et al, Design Response Spectra for Near-fault Pulse-like Ground Motions, China Journal of Highway and Transportation, 2017, 30(12): 159-168+195
18) Yang Huaping, Song Chongyang, Qian Yongiu, Li Jing, Shao Changjiang et al, Seismic Analysis Method Study for Long Span Railway Steel Truss Continuous Girder Bridge, Railway Engineering, 2016, 10: 17-20
19) Shao Changjiang, Fang Lin, Qian Yongjiu, Seismic Isolation Performance of Concrete Continuous Girder Bridge Based on High Damping Rubber Bearings, Journal of Highway and Transportation Research and Development, 2015, 32(10): 57-61
20) Tang Tang, Qian Yongjiu, Shao Changjiang, Seismic Analysis and Retrofit of the City Ramp Bridge, Earthquake Resistant Engineering and Retrofitting, 2015, 37(3): 73-78
21) Shao Changjiang, et al. Pseudo-potential of elastoplastic damage constitutive model and its application. International Journal of Solids and Structures 46 (2009) 3894-3901(SCI收录号:UT ISI 000270720200014;EI收录号:2009362289181)
22) 邵长江,李建中.塑性损伤本构模型的自由能势函数研究.固体力学学报.2010年6月,31(3):237-243.(EI收录号:210103013098713)
23) 邵长江,钱永久.混凝土的一种弹塑性损伤本构模型,计算力学学报.2010年4月,27(2):298-302.(EI收录号:21010231298689)
24) 邵长江,钱永久.Koyna混凝土重力坝塑性地震损伤分析.振动与冲击.2006年第4期(EI收录号:064410214690)
25) 邵长江,钱永久.混凝土桥梁结构非线性地震损伤演化.中国公路学报.2006年第5期,19(5):41-45(EI收录号:065010305514)
26) 邵长江,钱永久,吴永红.基于五参数统一强度理论的刚构桥地震损伤分析.应用力学学报,2007年第1期(EI收录号:072010599512)
27) 邵长江,钱永久.考虑中间主应力效应的损伤钢管混凝土构件承载力分析.应用力学学报,2007年第3期(EI收录号:074310889273)
28) 邵长江,钱永久.非一致地震激励下大跨度斜拉桥的非线性响应计算.公路交通科技,2007年第3期
29) 邵长江,钱永久,卜一之.非一致地震激励下大跨度斜拉桥空间响应分析.中南公路工程,2006第6期.
30) 邵长江,钱永久.非一致激励下李渡长江大桥的地震响应分析.四川建筑科学研究.2007年第3期.
31) Changjiang Shao, Yonghong Wu. Numerical Simulation of Concrete Structures Based on Damage Theory, The 2009 IEEE International Joint Conference on Computational Sciences and Optimization (IEEE CSO 2009) Sanya, Hainan Island, China, April 24-26, 2009(IE收录号:20094912527348,ISTP收录号:UT ISI 000273548200223)
32) 邵长江,李建中,高架桥地震灾变机理分析的Lagrange方法.中国力学学会学术大会’2009 (CCTAM2009)
33) Chang-jiang Shao, Jian-zhong Li, Yong-jiu Qian and Qing-kai Kong. Seismic Damage Responses of Concrete Structures Based on Lagrange Approach International Conference on Earthquake Engineering - the 1st Anniversary of Wenchuan Earthquake, 10-12 May, 2009 Chengdu, China. (ISTP收录号:UT ISI 000273961600016)
34) Chang-jiang Shao, Qing-kai Kong, Seismic Catastrophic Numerical Simulation of Concrete Structures Based on Lagrange Approach, China Shanghai International Conference of Architecture and Technology, 2009, Oct. 15-17, Shanghai, China. (ISTP收录号:UT ISI 000274018500035)
35) Chang-jiang Shao, Qing-kai Kong. Seismic Responses of a Concrete Cable-stayed Bridge Based on Damage Constitutive Model. Computational Methods in Engineering. 3rd Asia-Pacific Int. Conf. on Comp. Meth. in Engrg (ICOME 2009) Oct. 18-20, 2009, Nanjing, China. (ISTP收录号:UT ISI 000273623900028)
36) 吴永红,邵长江等.混凝土坝裂缝光纤监测复用能力及与灵敏性的关系.河海大学学报(自然科学版).2007年11月第35卷第6期,677-680
37) 吴永红,屈文俊,邵长江等.光纤光栅水位传感器的理论模拟与实验研究.光子学报.2009年7月第38卷第7期,1651-1653
38) 吴永红,屈文俊,邵长江等.光纤光栅应变传感器光-力转换的理论方程.光学学报.2009年,29(8):2067-2070(EI收录号:20094512429633)
39) 樊启武,钱永久,邵长江.采用折减刚度系数法计算简支体系地震中动态二阶效应.公路交通科技.2009年第26卷第1期,77-87
40) 吴永红,邵长江等.光纤光栅应变传感器光力转换的时变方程.光学学报.2010年7月,30(7):1965-1970.(EI收录号:20103113111288)
41) 吴永红,邵长江等.大型工程长期健康监测用FBG应变传感器的研究.光电子激光.2010年4月,21(4):481-484.(EI收录号:20102112950020)
42) 吴永红,邵长江等.传感光纤光栅标准化埋入式封装的理论与实验研究.中国激光.2010年5月,37(5):1290-1293.(EI收录号:20102413003977)
43) 吴永红,邵长江等.智能全分布式光纤应变传感精度的理论分析与实验研究.同济大学学报.2010, 38(4):500-503+526.(EI收录号: 20102312987776)
44) 吴永红,邵长江等.光纤光栅应变传感器光-力转换的非线性方程.仪器仪表学报.2010,31(9):1946-1951.(EI收录号:20104613391249)
45) 吴永红, 邵长江等.光纤光栅应变传感器光-力转换的非线性时变方程.同济大学学报,2011,39(1):53-56
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