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专著

[1]  Nakashima M, McCormick J, Wang T. Hybrid simulation: A historical perspective. Hybrid Simulation: Theory, Implementation and Applications, eds. Saouma V, Sivaselvan M. 2008. Taylor and Francis, AK Leiden, Netherlands. (Book chapter)

[2]  潘鹏、王涛、中岛正爱. 在线混合实验进展——理论与应用. 清华大学出版社, 北京, 中国, 2013.

[3]  Pan P, Wang T, Nakashima M, Development of Online Hybrid Testing – Theory and Applications to Structural Engineering, Elsevier, New York, US, 2015.

期刊论文
[1]   Pan P, Tomofuji H, Wang T, Nakashima M, Ohsaki M, Mosalam KM. Development of peer-to-peer (P2P) internet online hybrid test system. Journal of Earthquake Engineering and Structural Dynamics, 2006; 35(7):867-890. DOI: 10.1002/eqe.561 (SCI, EI)
[2]  Wang T, Pan P, Nakashima M. On-line hybrid test combining with general-purpose finite element software. Journal of Earthquake Engineering and Structural Dynamics, 2006; 35(12):1471-1488. DOI: 10.1002/eqe.586 (SCI, EI)
[3]  Wang T, Yoshitake N, Pan P, Lee TH, Nakashima M. Numerical characteristics of Peer-to-Peer (P2P) internet online hybrid test system and its application to seismic simulation of SRC structure. Journal of Earthquake Engineering andStructural Dynamics, 2008; 37(2):265-282. DOI: 10.1002/eqe.755  (SCI, EI)
[4]  Wang T, McCormick J, Yoshitake N, Pan P, Murata Y, Nakashima M. Collapse simulation of a four-story steel moment frame by a distributed online hybrid test. Journal of Earthquake Engineering and Structural Dynamics, 2008;
37(6):955-974. DOI: 10.1002/eqe.798 (SCI, EI)
[5]  Ji XD, Kato M, Wang T, Hitaka T, Nakashima M. Effect of gravity columns on mitigation of drift concentration for braced frames. Journal of Constructional Steel Research, 2009; 65(12):2148-2156. (SCI, EI)
[6]  Wang T, Mosqueda G, Jacobsen A, Cortes-Delgado M. Performance evaluation of a distributed hybrid test framework to reproduced the collapse behavior of a structure. Journal of Earthquake Engineering and Structural Dynamics, 2012; 41: 295-313. DOI: 10.1002/eqe.1130 (SCI, EI)
[7]  Wang T, Cheng C, Guo X. Model-based predicting and correcting algorithms for substructure online hybrid tests. Journal of Earthquake Engineering and Structural Dynamics, 2012; 41(15):2331–2349. DOI: 10.1002/eqe.2190 (SCI, EI)
[8]  Wang T, Nakashima M. Flexible substructure online hybrid test system using conventional testing devices. Earthquake Engineering and Engineering Vibration 2013: Vol.12 (3): 341-350. (SCI, EI).
[9]  Pan P, Yan H, Wang T, Xu PZ, Xie Q. Development of steel dampers for bridges to allow large displacement through a vertical free mechanism. Earthquake Engineering and Engineering Vibration 2014: Vol.13 (3): 375-388. (SCI, EI).
[10] Li WF, Wang T*, Chen X, Zhong X, Pan P. Pseudo-dynamic tests on masonry residential buildings seismically retrofitted by precast steel reinforced concrete walls. Earthquake Engineering and Engineering Vibration[J], 2017, Vol.16(3): 587-597.(SCI/EI) [11] Qu Z, Xie JZ, Wang T, Kishiki S. Cyclic loading test of double K-braced reinforced concrete frame subassemblies with buckling restrained braces. Engineering Structures[J], 2017, 139:1–14.(SCI/EI)
[12] Wang XT, Wang T*, Qu Z. An experimental study of a damage-controllable plastic-hinge-supported wall structure.Earthquake Engineering and Structural Dynamics, 2018; 47(3): 594-612. DOI: 10.1002/eqe.2981. (SCI/EI)
[13] Deng KL, Wang T, Kurata M, Zhao CH, Wang KK. Numerical study on a fully-prefabricated damage-tolerant beam to column connection for an earthquake-resilient frame. Engineering Structures[J], 2018, 159:320–331.(SCI/EI)
[14] Zhou HM, Wagg D, Wang T*. Velocity plus displacement equivalent force control for real-time substructure testing. Earthquake Engineering and Engineering Vibration[J], 2018, Vol.17(1): 87-102.(SCI/EI) [15] Zhang Y, Pan P, Gong RH, Wang T, Xue WC. Substructure hybrid testing of reinforced concrete shear wall structures using domain overlapping technique. Earthquake Engineering and Engineering Vibration[J], 2017, Vol.16(4): 761-772.(SCI/EI)
[16] Yan JB, Wang Z, Wang T*, Wang XT. Shear and tensile behaviors of headed stud connnectors in double skin composite shear wall. Steel and Composite Structures [J], 2018, Vol.26(6): 759-769. (SCI/EI) [17] Yan JB, Wang XT, Wang T*. Compressive behavior of normal weight concrete confined by the steel face plats in SCS sandwich wall. Construction and Building Materials [J], 2018, Vol.171: 437-454. (SCI/EI) [18] Wang T*, Zhou HM, Zhang XP, Ran TR. Stability of an explicit time-integration algorithm for hybrid tests, considering stiffness hardening behavior. Earthquake Engineering and Engineering Vibration[J], 2018, Vol.17(3): 595-606.(SCI/EI)
[19] Zhu BJ, Wang T*, Zhang LX. Quasi-static test of assembled steel shear panel dampers with optimized shapes. Engineering Structures [J], 2018, Vol.172: 346-357. (SCI/EI)
[20] Wang T*, Shang QX, Wang XT, Li JC, Kong ZA. Experimental validation of RC shear wall structures with hybrid coupling beams. Soil Dynamics and Earthquake Engineering [J], 2018, Vol. 111: 14-30. (SCI/EI)
[21] Yan JB, Li ZX, Wang T*. Seismic behaviour of double skin composite shear walls with overlapped headed studs. Construction and Building Materials [J], 2018, Vol. 191: 590-607. (SCI/EI)
[22] Yan J B, Wang Z, Wang T, & W X T. Shear and tensile behaviors of headed stud connectors in double skin composite shear wall[J]. Steel and composite structures. 2018, 26(6): 759-769.  (SCI/EI)
[23] Yan J B, Wang X T, & Wang T. Compressive behaviour of normal weight concrete confined by the steel face plates in SCS sandwich wall[J]. Construction and Building Materials. 2018, 171: 437-454.  (SCI/EI)
[24] Zhu, B., Wang, T., & Zhang, L.. Quasi-static test of assembled steel shear panel dampers with optimized shapes[J]. Engineering Structures. 2018: 172, 346–357.  (SCI/EI)
[25] Wang, T., Zhou, H., Zhang, X., & Ran, T. (2018). Stability of an explicit time-integration algorithm for hybrid tests, considering stiffness hardening behavior. [J]. Earthquake Engineering and Engineering Vibration 17(3), 595–606.  (SCI/EI)
[26] Wang, T., Shang, Q., Wang, X., Li, J., & Kong, Z. (2018). Experimental validation of RC shear wall structures with hybrid coupling beams[J]. Soil Dynamics and Earthquake Engineering, 111, 14–30. (SCI/EI)
[27] Li J, Wang T, & Shang Q. Probability-based seismic reliability assessment method for substation systems[J]. Earthquake Engineering & Structural Dynamics, 2019, 48(3): 328-346. (SCI/EI)

[1]  Wang T, Pan P, Tomofuji H, Nakashima M, Ohsaki, M. Online hybrid test combined with general-purpose Finiteelement program. Journal of Structural Engineering, AIJ, 2005; 51B(3): 261-268.
[2]  Tomofuji H, Pan P, Wang T, Yoshitake N, Nakashima M, Ohsaki M. Development of online test system using socketcommunication and distributed computation. Journal of Structural and Construction Engineering (Transaction of AIJ), 2006; No.603: 31-37. (in Japanese) (EI) [3]  Yoshitake N, Wang T, McCormick J, Murata Y, Nakashima M. Collapse simulation of steel moment frames by distributed online hybrid test with multiple tests. Journal of Structural and Constructional Engineering (Transaction of AIJ), 2008; 73: 441-447. (in Japanese) (EI)
[4]  Wang T, Nakashima M. Development of online hybrid testing via Internet and applications for simulation of earthquake responses of structures using laboratory networks. Annuals of Disaster Prevention Research Institute, Kyoto University, 2011: No. 54A: 3-16.
[5]  Wang T, Chen X, Li WF, Miao QS. Seismic performance of masonry buildings retrofitted by pre-cast RC panels. Applied Mechanics and Materials 2012: Vol.168:1811-1817. (EI) [6]  Wang T, Guo X, He XK, Duan CS, Du YF. Experimental study on replaceable hybrid coupling beams. Applied Mechanics and Materials 2012: Vol.168:1779-1784. (EI)
[7]  Deng KL, Pan P, Shi YY, Miao QS, Li WF, Wang T. Quasi-static test of reinforced concrete shear wall with low concrete strength and reinforcement ratio. Applied Mechanics and Materials 2012: Vol.188: 106-111. (EI)
[8]  Xu XF, Wang T. Numerical study on precast RC wall panels with angle steel boundary components. Applied Mechanics and Materials 2013: Vol.351-352:578-582. (EI)
[9]  Teng R, Lei YD, Wang T. An experimental study on mortar-filled buckling restrained mechanism. Applied Mechanics and Materials 2013: Vol.351-352:1537-1541. (EI) [10]  Zhang YQ, Wang T. Numerical simulation of masonry walls retrofitted by prefabricated reinforced concrete panels. Applied Mechanics and Materials 2013: Vol.351-352:1514-1518. (EI)
[1]  王涛,Gilberto Mosqueda,Andres Jacobsen,Maria Cortes-Delgado. 用分布式混合试验系统模拟结构的倒塌行为[J]. 防灾减灾工程学报,2010,S1:65-69. [2]  滕睿,陈曦,王涛. 持续变刚度摩擦型阻尼器[J]. 世界地震工程,2010,04:114-120.
[3]  邓开来,潘鹏,石苑苑,苗启松,李文峰,王涛. 老旧住宅中低配筋剪力墙抗震性能试验研究[J]. 土木工程学报, 2012, S1: 213-217. (EI) [4]  王涛,王飞,丁路通. 核电厂三维隔震技术的理论和试验研究[J]. 土木工程学报,2012,S1:238-242. (EI) [5]  潘鹏,王飞,曹海韵,王涛. 考虑功能性要求的基础隔震结构优化设计方法[J]. 建筑结构,2012,12:49-53. [6]  刘继新,李文峰,王啸霆,徐秀凤,王涛,苗启松. 新型装配整体式墙体抗震性能试验研究[J]. 地震工程与工程振动,2012,06:110-118. [7]  王涛,程春,杜雨峰. 非迭代式分布式混合试验方法研究[J]. 结构工程师,2012,06:140-144.
[8]  王涛,程春. 一种非迭代式的分布式子结构混合试验方法[J].工程力学,2013,03:198-205. (EI) [9]  金波,高永武,陈洪富,刘国强,王涛. 芦山“4·20”地震单层砖柱工业厂房的震害分析与研究[J]. 自然灾害学报,2013,03:1-8.
[10]  王涛,张永群,金波,孔子昂,雷远德. 芦山7.0级强烈地震砖混民居震害调查与分析[J]. 地震工程与工程振动,2013,03:9-19. [11]  王涛,雷远德,张永群,孔子昂. 芦山地震中校舍建筑的震害特点与分析[J]. 地震工程与工程振动,2013,03:36-47.
[12]  潘鹏,邓开来,李吉超,苗启松,李文峰,王涛. 低配筋剪力墙双边抗震加固试验研究[J]. 工程抗震与加固改造,2013,05:55-60. [13]  王啸霆,李文峰,王涛,苗启松. 采用螺栓连接的预制钢骨剪力墙拟静力试验研究[J]. 地震工程与工程振动,2013,05:167-175. [14]  孙治国,王东升,郭迅,王涛. 地震作用下RC薄壁空心墩抗剪强度比较研究[J]. 土木工程学报,2013,12:81-89. (EI) [15]  杜雨峰,王涛. 采用多种有限元子结构的混合试验系统[J]. 防灾减灾工程学报,2014,03:370-376. [16]  王涛,张永群,陈曦,李文峰. 基于装配式技术加固的砌体墙片的力学性能研究[J]. 工程力学,2014,08:144-153. (EI) [17]  徐秀凤,王啸霆,王涛,李文峰. 带型钢边缘约束构件的预制墙片抗震性能分析[J]. 世界地震工程,2014,03:93-101. [18]   王涛,王飞,侯钢领,丁路通. 核电厂隔震结构的振动台试验研究[J]. 工程力学,2014,10:62-68+84.(EI) [19]  毛晨曦,王大磊,王涛,李惠. 安装SMA阻尼器的钢筋混凝土连梁拟静力试验[J]. 地震工程与工程振动,2014,04:140-147.
[20]  杨永强,公茂盛,谢礼立,戴君武,王涛,金波. 芦山M7.0级地震中砖混结构民居震害特征分析[J]. 建筑结构,2014,18:68-70+93.
[21]  雷远德,曲哲,王涛. 钢筋混凝土空间框架底层梁柱节点双向往复加载试验研究[J]. 土木工程学报,2014,12:64-72+106.(EI) [22]  熊立红,陈军法,王涛,杨光. 钢管混凝土柱基底隔震系统拟静力试验研究[J]. 土木工程学报,2014,S1:202-206. (EI) [23]  施唯,王涛,孔子昂,毛晨曦. 消能连梁子结构试验研究[J]. 地震工程与工程振动,2014,S1:743-749. [24]  何福,丁路通,王涛. 交错栓钉抗剪性能试验研究[J]. 地震工程与工程振动,2014,S1:606-610. [25]  孔子昂,王涛,施唯.带缝钢板阻尼器受力性能试验研究[J].土木工程学报,2015,9:11-22. (EI) [26]  王涛,李吉超,王飞. 针对核电厂三维隔震的厚层橡胶支座力学性能研究[J]. 核动力工程,2015,05:37-40.(EI)
[27]  徐秀凤,王涛,韩明杰,刘航,兰春光. 加固砌体结构试验破坏评估与模拟[J]. 地震工程与工程振动,2015,06:8-17.
[28]  刘航,韩明杰,兰春光,王涛,田玉基. 预应力加固两层足尺砖砌体房屋模型抗震性.
会议论文

[1]   Wang T, Pan P, Tomofuji H, Ohsaki M, Nakashima M. Substructure online test combined with general-purpose finite element program.1st AESE,2005.

[2]   Wang T, Yoshitake N, Pan P, Nakashima M. Seismic simulation of SRC building with steel tower using a novel online hybrid test. JAEE2006.

[3]   Wang T, Yoshitake, N, Mccormick J, Pan P, Murata Y, Nakashima M. Collapse simulation of four-story steel moment-resisting frame by distribution online hybrid test. 2nd International conference on Advances in Experimental Structural Engineering, Shanghai, China, December,2007.

[4]   Wang T, Pan P, Yoshitake N, Nakashima M. Seismic simulation of complex structures using distributed online hybrid test system. 9th Canadian Conference on Earthquake Engineering, Ottawa, Ontario, Canada, June, 2007.

[5]   McCormick J, Wang T, Pan P, Nakashima M. Progress and application of a Peer-to-Peer(P2P) internet online hybrid test system. Ninth Canadian Conference on Earthquake Engineering, Ontario, Canada, June, 2007.

[6]   Wang T, Aburano H, Matsuoka Y, Hitaka T, Nakashima M. Strengthening of weak story moment frames using a rocking system with tendons. The 14th World Conference on Earthquake Engineering, Beijing, China, October, 2008.

[7]   Li Y, Wang T, Kato M, Hitaka T, Nakashima M. Seismic force reduction factor for equivalent static design of chevron-braced steel frames. The 14th World Conference on Earthquake Engineering, Beijing, China, October, 2008.

[8]   Wang T, Mccormick J, Nakashima M. Verification test of a hybrid test system with distributed column base tests. 18th Analysis and Conputation Specialty Conference, 2008. (EI)

[9]   Wang T, Hanafusa H, Nakashima M. A rocking system to re-center moment frames with weak first story. ANCER, 2009.

[10]   Wang T, Kato M, Ji X, Hitaka T, Nakashima M. Seismic reduction factors for equivalent static design of braced frames. STESSA 2009, Philadelphia, Pennsylvania, USA, August , 2009.

[11]   Wang T, Jacobsen A, Cortes-Delgado M, Mosqueda G. Dsitributed online hybrid test of a four-story steel moment frame using flexible test scheme. 9th NCEE, Toronto, Ontario Canada, July 2010.

[12]   Cheng C, Wang T, Duan C,Guo X. A model-based predictor-corrector algorithm for substructure hybrid test system. The 11th International Symposium on Structural Engineering,2010.

[13]   Chen X, Wang T, Teng R. A friction damper with continuously variable post-sliding stiffness. The 11th International Symposium on Structural Engineering, 2010.

[14]   Mosqueda G, Maria D, Cortes-Delgado, Wang T. Substructuring Techniques for hybrid simulation of complex structural systems. ACC, 2010.

[15]   Wang T, Cheng C. A model-based predictor-corrector algorithm for substructure hybrid test system. Proc. Of the 9th Pacific Conference on Earthquake Engineering, Auckland, New Zealand, April, 2011.

[16]   Wang T, Cheng C. Substructure hybrid test using model-based predictor and corrector algorithm. Proc. Of the 4th International Conference on Advances in Experimental Structural Engineering, JRC, ELSA, Ispra, June, 2011.

[17]   Wang T, Wang F. Seismic performance of three-dimensionally base-isolated nuclear power plant. Transactions, SMiRT 21, ID:338, November, 2011, New Delhi, India.

[18]   Wang T, Wang F. Three-dimensional base-isolation system using thick rubber bearings. Proceedings for Smart Structures 2012, SPIE. San Diego, CA, USA.(ISTP)

[19]   Wang T, Wang F, Ding LT. Numerical and experimental study on seismic behavior of base-isolated nuclear power plant. Proceedings of International Conference on Earthquake Engineering Research Challenges in the 21st Century, Harbin, China, 2012.

[20]   Wang T, Miao QS, Li WF, Chen X, Ge DD, Ding LT. Seismic performance evaluation of masonry buildings retrofitted by pre-cast RC walls. Proceedings of 15th World Conference on Earthquake Engineering, Lisbon, Portugal, 2012.

[21]   Wang T, Guo X, He XK, Du YF, Duan CS. Seismic behavior of high-rise concrete shear-wall buildings with hybrid coupling beams. Proceedings of 15th World Conference on Earthquake Engineering, Lisbon, Portugal, 2012.

[22]   Wang F, Wang T, Ding LT. Numerical and experimental study on seismic behavior of base-isolated nuclear power plant. Proceedings of 15th World Conference on Earthquake Engineering, Lisbon, Portugal, 2012.

[23]   Fang M, Wang T, Li H. Dynamic behavior of turbine foundation considering full interaction among facility, structure

[24]   Wang F, Wang T, Ding LT. Numerical and experimental study on seismic behavior of base-isolated nuclear power plant. Proceedings of 15th World Conference on Earthquake Engineering, Lisbon, Portugal, 2012.

[25]   Ding LT, Wang T. Study on mechanical properties of bidirectional rolling base isolation bearings. Proc. Thirteenth East Asia-Pacific Conference on Structural Engineering and Construction. Hokkaido, Japan. 2013, September.

[26]   Ding LT, Wang F. Wang T. Floor response spectra of three-dimensionally base-isolated nuclear power plant considering soil-structure interaction effect. Transactions, SMiRT 22, August, 2013, San Francisco, CA, US.

[27]   Wang T, Du Y, Xie J, Jiang H. Investigation on seismic performance of a dampered frame using substructure online hybrid test. IZIIS50,2015.

[28]   Wang T, Jiang H, Zhou H. Hybrid testing system with general interfaces to coordinate substructures. 6th International Conference on Advances in Experimental Structural Engineering, Urbana-Champaign, United States, August
2015.

[29]   Wang T, Du Y, Xie J, Jiang H. Investigation on seismic performance of a dampered frame using substructure online hybrid test. 8th International Conference on Behavior of Steel Structures in Seismic Areas, Shanghai, China, July, 2015.

[30]   Wang T, Zhong X, Xu X. Performance of a seismically repaired masonry building. The 14th International Symposium on Structural Engineering, Beijing , China, October, 2016.

[31]   Zhou HM, Li MN, Wang T. Forece-displacement decoupled control of engineering structures with muti-degree-of-freedom testing. The 14th International Symposium on Structural Engineering, Beijing , China, October, 2016.

[32]   Wang XT, Qu Z, Wang T, Deng FY. A novel shear wall system with damage controllability for high rise buildings. The 14th International Symposium on Structural Engineering, Beijing , China, October, 2016.

[1] 李玉荣,王涛,中岛正爱. 中心支撑-框架结构设计新方法[A]. 第四届全国防震减灾工程学术研讨会会议论文集[C]. 2009:9.
[2] 王涛,Gilberto Mosqueda,Andres Jacobsen,Maria Cortes-Delgado. 用分布式混合试验系统模拟结构的倒塌行为[A]. .中国工程院土木工程与可持续发展高层论坛论文集[C].:,2010:5.
[3] 邓开来,潘鹏,石苑苑,苗启松,李文峰,王涛. 老旧住宅中低配筋剪力墙抗震性能试验研究[A]. 第六届全国防震减灾工程学术研讨会论文集(I) [C]. 2012:5.
[4] 王涛,王飞,丁路通. 核电厂三维隔震技术的理论和试验研究[A]. 第六届全国防震减灾工程学术研讨会论文集(Ⅰ)[C]. 2012:5.
[5] 王涛,王飞,丁路通. 采用三维隔震技术的核电厂抗震性能研究[A]. 第十七届全国反应堆结构力学会议论文集[C]. 2012:6.
[6] 孔子昂,施唯,王涛. 采用消能连梁的高层结构地震响应分析[A]. 第23届全国结构工程学术会议论文集(第Ⅱ册)[C]. 2014:4.
[7] 解晋珍,曲哲,王涛. 折架在平面结构试验面外约束中的应用[A]. 第24届全国结构工程学术会议论文集(第Ⅰ册)[C]. 2015:5. [8] 邓付元,纪晓东,王涛,施唯. 带楼板RC连梁抗震性能试验研究[A]. 第25届全国结构工程学术会议论文集(第Ⅲ册)[C]. 2016:5.
[9] 胡阳阳,林旭川,吴开来,王涛. 带“保险丝”连接板的焊接高强钢梁柱节点抗震性能试验研究[A]. 第25届全国结构工程学术会议论文集(第Ⅰ册)[C]. 2016:5. [10] 罗清宇,王涛. 采用界面单元协调子结构方法研究[A]. 第25届全国结构工程学术会议论文集(第Ⅱ册)[C]. 2016:5.
[11] 周惠蒙,冉田苒,李梦宁,王涛. 基于Bode图的实时混合试验稳定性分析方法研究[A]. 第25届全国结构工程学术会议论文集(第Ⅱ册)[C]. 2016:5.
[12] 李梦宁, 周惠蒙, 王涛. 多自由度子结构试验的边界解耦控制方法研究[C]. 第九届全国防震减灾会议, 合肥2016. 10.
[13] 冉田苒, 王涛, 周惠蒙. 一种无条件稳定的显式数值积分算法[C]. 第六届全国抗震控制与健康监测会议,沈阳,2016.9.
[14] 周惠蒙, 王涛, 吴斌, David Wagg, 许国山. 一种改进的自适应前向预测补偿方法的研究[C]. 第六届全国抗震控制与健康监测会议,沈阳,2016.9.
[15] 王涛, 高永武. 考虑土-结构相互作用某新型核电厂房的振动台试验. 第十九届全国反应堆结构力学会议论文集[C]. 2016:10.
[16] 王涛, 周惠蒙, 李梦宁, Nigel Linden. 多自由度结构试验的力-位移混合解耦控制方法研究[C]. 第五届结构试验技术会议,西安,2016.10.
[17] 徐 丹,王涛*,FERNANDO Mereu. 带防撞梁的钢桥上部结构防超高车辆撞击实验研究[C]//第27届全国结构工程会议, 2018.
[18] 田英鹏,徐丹,周惠蒙,王涛*. 对风力发电机塔架施工阶段TMD阻尼器的研究[C]//第27届全国结构工程会议, 2018.
[19] 尚庆学,李吉超,王涛*. 医疗系统抗震韧性评估指标体系[C]//第27届全国结构工程会议, 2018.
[20] 杜春波,*王涛*,郄毅. 替协调子结构混合试验方法研究[C]//第27届全国结构工程会议, 2018.
专利

国家发明专利

[1] 王涛;朱柏洁;王津;张令心. 采用等应力线优化的装配式软钢阻尼器,国家发明专利,ZL201610317439.6. 申请日期:2016/05/13.授权日期:2018/05/01.

[2] 王津;王涛;黄飒.带延性耗能连接件的装配式双层钢板摇摆墙,国家发明专利,ZL201610279908.X. 申请日期:2016/04/29.授权日期:2018/05/01.

[3]周中一;王涛;陈永盛. 一种变形可控型框架填充墙及作法, 国家发明专利,ZL201510906298.7. 申请日期:2016/02/27.授权日期:2017/10/10.

[4] 王涛, 丁路通, 滕睿. 辊轴式金属隔震支座, 国家发明专利ZL201310051576.6. 申请日期: 2013/02/17. 授权日期: 2015/05/13.

[5] 王涛, 滕睿, 杜雨峰. 摆式摩擦墙, 国家发明专利ZL2011101045239.4. 申请日期: 2011/06/01. 授权日期: 2013/07/31.

[6] 王涛, 滕睿, 陈曦. 自复位金属阻尼器, 国家发明专利ZL201110145219.7. 申请日期: 2011/06/01. 授权日期: 2013/08/07.

[7] 郭迅;王涛;郑志华. 模块式钢滞变阻尼器的使用方法, 国家发明专利ZL201110288800.4.申请日期: 2011/09/26. 授权日期: 2014/01/08.


实用新型专利

[1] 王涛, 滕睿, 陈曦. 变刚度摩擦型耗能减震装置, 国家实用新型专利ZL201020143128.0. 申请日期: 2010/03/29. 授权日期: 2011/05/25.

[2] 王涛, 滕睿, 孔子昂. 利用钢板面内变形耗能的金属阻尼器, 国家实用新型专利ZL201320073969.2. 申请日期: 2013/02/17. 授权日期: 2013/09/11.

[3] 滕睿, 王涛, 杜雨峰. 带有面外约束的开缝钢板墙式阻尼器, 国家实用新型专利ZL201320073981.3. 申请日期: 2013/02/17. 授权日期: 2014/01/29.

[4] 曲哲,王涛,徐培蓁. 一种抗震墙耗能减震支座. 国家实用新型专利ZL201320813754.X. 申请日期: 2013/12/12. 授权日期: 2014/10/22.

[5] 王涛;陈吉光;戴君武;周中一. 一种两端销轴连接双向铅挤压耗能阻尼器.国家实用新型专利ZL 201721032650.X.
申请日期: 2017/08/17. 授权日期: 2018/03/30.

[6] 滕睿;周惠蒙;王涛;朱尚毅;高生;李海洋. 液压千斤顶与电液伺服作动器联合加载系统.国家实用新型专利ZL201720952933.X. 申请日期: 2017/08/02. 授权日期: 2018/06/22.

[7] 张令心;杜文学;王涛;朱柏洁;陈永盛;马加路. 一种适用于高层建筑结构双向加载试验的加载装置.国家实用新型专利ZL201720370450.9. 申请日期: 2017/04/10. 授权日期: 2017/10/27.

[8] 林旭川;陈祎安;吴强;王宇航;王涛;曲哲;马加路. 一种折板型剪切阻尼器.国家实用新型专利ZL201720246757.8. 申请日期: 2017/03/14. 授权日期: 2017/10/27.

[9] 林旭川;胡阳阳;白涌滔;牟犇;王涛;赵森林;王宇航. 一种功能分离型双重子系统协同减震结构体系.国家实用新型专利ZL201720006992.8. 申请日期: 2017/01/04. 授权日期: 2017/07/25.

[10] 林旭川;胡阳阳;牟犇;白涌滔;王涛;张令心. 一种基于适度屈曲控制的构件损伤控制保险丝装置.国家实用新型专利ZL201621482298.5. 申请日期: 2016/12/30. 授权日期: 2017/07/25.

[11] 王涛;周惠蒙;李梦宁;滕睿;李海洋;高生. 模块式万向加载试验装置.国家实用新型专ZL 201620542587.3. 申请日期:
2016/06/06. 授权日期: 2017/02/08.

[12] 王涛;朱柏洁;王津;张令心. 采用等应力线优化的装配式软钢阻尼器.国家实用新型专ZL201620435658.X. 申请日期: 2016/05/13. 授权日期: 2017/03/29.

[13] 王津;王涛;黄飒. 带延性耗能连接件的装配式双层钢板摇摆墙.国家实用新型专ZL 201620382347.1.
申请日期: 2016/04/29. 授权日期: 2016/11/23.

[14] 王兆荣;王涛;雷远德;滕睿. 混凝土填充的颈部加强防屈曲支撑.国家实用新型专ZL 201320073968.8. 申请日期: 2013/02/17. 授权日期: 2013/09/11.

[15]王涛, 丁路通, 滕睿. 辊轴式金属隔震支座, 国家实用新型专利ZL201320073966.9. 申请日期: 2013/02/17. 授权日期: 2013/10/09.