个人简介
舒展，博士毕业于美国加州大学洛杉矶分校（UCLA）土木与地震工程专业，随后在同济大学获得博士后经历，目前为上海大学副教授。其科研工作聚焦于可持续、高性能建筑结构领域，主要可分为两部分内容：
（1）通过试验与模拟等方法深度剖析土木结构的动力特性；研发地震响应模型，并通过结构实测进行验证；通过开发新型被动或半主动控制装置、系统与技术，有效提升在强风、地震等自然灾害作用下土木结构的性能。具体可包括：可更换结构构件；被动或半主动结构阻尼器；非线性结构控制理论及运用；基于性能的抗风抗震结构设计方法。
（2）低碳、可持续建筑构件与建筑结构；低能耗结构技术；建筑碳排放评估；绿色清洁能源结构支持。具体可包括：低碳混合结构；现代多高层木结构建筑与大跨木结构；全生命周期中建筑减碳技术（从结构工程角度）；有效的建筑碳排放交易市场机制；智能、低碳、低成本施工技术；风力发电、核电、光电等绿色清洁能源的结构技术支持。
联系方式：shuz@shu.edu.cn
科研项目
1、钢框架中的一种易复位可更换抗弯耗能连接的抗震机理与性态优化，国家自然科学基金项目(青年)，25万元，2018.01~2020.12，排名1（主持）；
2、教育部重点实验室开放基金项目，互承式胶合木网壳结构抗震及抗连续倒塌性能分析与设计，排名1（主持）；
3、预应力正交胶合木剪力墙结构体系抗震机理与可靠度性能，国家自然科学基金项目（面上），62万元，2018.01~2021.12，排名3（参与骨干）；
4、基于预应力-耗能耦合机制的自复位木框架结构抗震机理与时变性能研究国家自然科学基金项目（面上），62万元，2019.01~2022.12，排名2（参与骨干）；
5、钢结构木结构子标准体系与关键标准研究，国家重点研发计划，282万元，2016.07~2019.1，排名9（参与骨干）；
6、Development of Next Generation Adaptive Seismic Protection Systems，美国National Science Foundation，USA，Grant No. CMMI-0830391，2009.01~2012.12，250万美元（参与）。
发明专利
[1]舒展、董翰林、何敏娟、马人乐，
一种易复位可更换抗弯耗能连接装置，2017-05-17，中国，ZL 2017 1 0346364.9
[2]舒展、石文龙、吴清林、甘兆焯、李征、何敏娟、孙永良，
胶合木网壳构架的节点连接结构，2021-07-06，2020-03-26,中国，ZL 2020 1 0227540.9
[3]舒展、宁波、梁峰、郭苏夷、李征、何敏娟，
一种长螺杆加强型刚性抗弯胶合木节点，2021-10-01，中国，ZL 2020 2 2938739.9
发表论文
国际SCI期刊
[1]Shu Zhan, Ma Renle, He Minjuan*. Comprehending the Ductile Behavior of the Slotted Bolted Connections[J].Structural Design of Tall and Special Buildings, 2017, 26(3): e1309 (SCI, IF:2.344JCR:Q1/Q2)DOI: 10.1002/tal.1309
[2]Shu Zhan, Ma Renle, He Minjuan*. Dimensional Analysis of the Slotted Bolted Connections against Impulsive Earthquake Ground Motions[J].Journal of Constructional Steel Research, 2016, 125: 128-141 (SCI, IF:3.646JCR: Q1) DOI:10.1016/j.jcsr.2016.06.004
[3]Shu Zhan, Zhang Jian*, Nagarajaiah Satish. Dimensional Analysis of Inelastic Structures with Negative Stiffness and Supplemental Damping Devices[J].Journal of Structural Engineering,ASCE, 2017, 143(3): 04016184 (SCI, IF:3.314JCR:Q1/Q2)DOI: 10.1061/(ASCE)ST.1943-541X.0001658
[4]Shu Zhan, Li Shuang, Zhang Jian, He Minjuan*. Optimum Seismic Design of a Power Plant Building with Pendulum Tuned Mass Damper System by its Heavy Suspended Buckets[J].Engineering Structures, 2017, 136: 114-132 (SCI, IF:4.471JCR: Q1) DOI: 10.1016/j.engstruct.2017.01.010
[5]Shu Zhan, Li Shuang*, Gao Mengmeng, Yuan Zhenwei. Development of Seismic Collapse Capacity Spectra for Structures with Deteriorating Properties[J].Earthquakes and Structures, 2017, 12(3): 297-307 (SCI, IF:2.018JCR:Q2) DOI: 10.12989/eas.2017.12.3.297
[6]Shu Zhan, Li Shuang*, Sun Xiaofeng, He Minjuan. Performance-based Seismic Design of a Pendulum Tuned Mass Damper System[J].Journal of Earthquake Engineering,2019, 23(2): 334-355 (SCI, IF:3.994JCR: Q1) DOI: 10.1080/13632469.2017.1323042
[7]Shu Zhan, Li Zheng*, He Minjuan. Estimating Inelastic Drift Demands for Wood Portal Frame Systems Considering Accumulated Damage[J].Structural Design of Tall and Special Buildings,2018, 27(3), e1440 (SCI, IF:2.344JCR: Q1/Q2) DOI: 10.1002/tal.1440
[8] Zhang Jian,Shu Zhan*. Optimal Design of Isolation Devices for Mid-rise Steel Moment Frames using Performance Based Methodology[J].Bulletin of Earthquake Engineering, 2018, 16: 4315-4338 (SCI, IF:3.827JCR:Q1) DOI: 10.1007/s10518-018-0321-0
[9] Fu Bailu,Shu Zhan*, Liu Xiaogang. Blockchain Enhanced Emission Trading Framework in Fashion Apparel Manufacturing Industry[J].Sustainability, 2018, 10(4): 1105 (SCI, IF:3.251JCR:Q1/Q2) DOI: 10.3390/su10041105
[10]Shu Zhan, Zhang Jian*. Dimensional Estimation of Residual Drift Demand for Bilinear Bridges under Near Fault Ground Motions[J].Journal of Bridge Engineering, ASCE, 2018, 23(11): 04018087 (SCI, IF:3.066JCR:Q1) DOI: 10.1061/(ASCE)BE.1943-5592.0001298
[11]Shu Zhan, Li Zheng*, He Minjuan, Zheng Xiuzhi, Wu Tingting. Seismic Design and Performance Evaluation of Self-centering Timber Moment Resisting Frames[J].Soil Dynamics and Earthquake Engineering, 2019, 119: 346-357. (SCI, IF:3.718JCR:Q1) DOI: 10.1016/j.soildyn.2018.08.038
[12]Shu Zhan, Li Zheng*, Yu Xiangsheng, Zhang Jing, He Minjuan. Rotational Performance of Glulam Dowel Type Bolted Joints: Experimental Investigation and Analytical Approach[J].Construction and Building Materials, 2019, 213: 675-695 (SCI, IF:6.141JCR: Q1)DOI: 10.1016/j.conbuildmat.2019.03.002
[13]Shu Zhan, Ning Bo, Li Shuang*, Li Zheng, Gan Zhaozhuo, Xie Yazhou. Experimental and numerical investigations of replaceable moment-resisting viscoelastic damper for steel moment frames[J].Journal of Constructional Steel Research, 2020, 170: 106100 (SCI, IF:3.646JCR: Q1) DOI: 10.1016/j.jcsr.2020.106100
[14] Cui Ye,Shu Zhan*, Zhou Ruirui, Li Zheng, Chen Fei, Ma Zhong. Self-centering steel-timber hybrid shear wall with slip friction dampers: theoretical analysis and experimental investigation[J].The Structural Design of Tall and Special Buildings, 2020, (SCI, IF:2.344JCR:Q1/Q2) DOI: 10.1002/tal.1789
[15]Shu Zhan, Li Zheng*, He Minjuan, Liang Feng, Chen Fei, Hu Chao. Bolted Joints for Small and Medium Reticulated Timber Domes: Experimental Study, Numerical Simulation, and Design Strength Estimations[J].Archives of Civil and Mechanical Engineering, 2020, 20: 73 (SCI,IF:4.369JCR: Q1)DOI: 10.1007/s43452-020-00073-7
[16] Cao Yuqi,Shu Zhan*, Li Zheng, Liang Feng, He Minjuan, Ma Renle. A Lifecycle-Profit-Based Framework of Performance-Based Design of Wind Turbine Towers considering Initial Costs, O&M and Natural Hazards[J].Structure and Infrastructure Engineering, 2021, (SCI,IF:3.087JCR: Q1) DOI: 10.1080/15732479. 2021.1923761
[17] Li Zheng, Wang Xijun, He Minjuan,Shu Zhan*, Huang Yi, Wu Ao, Ma Zhong. Mechanical Performance of Pre-Fabricated Metal Dovetail Connections for Cross-Laminated Timber (CLT) Structures[J].Construction and Building Materials, 2021, (SCI, IF:6.141JCR: Q1) DOI: 10.1016/j.conbuildmat.2021.124468
[18]Shu Zhan, Gan Zhaozhuo, Fang Cheng*, MacRae Gregory, Dong Hanlin, Xie Yazhou. Replaceable rotational viscoelastic dampers for improving structural damping and resilience of steel frames[J].Journal of Earthquake Engineering,2021, in press (SCI, IF:3.994JCR: Q1)
[19] Li Zheng, He Minjuan*, Dong Hanlin,Shu Zhan, Wang Xijun.FrictionPerformanceAssessmentofNon-Asbestos Organic (NAO) Composite-to-steel InterfaceandPolytetrafluoroethylene (PTFE) Composite-to-steel Interface: Experimental Evaluation andApplication inSeismic Resistant Structures[J].Construction and Building Materials. (SCI, IF:6.141 JCR: Q1) DOI: 10.1016/j.conbuildmat.2018.04.096
[20] Fang Cheng, Zhou Xiaoyi*, Osofero Israel Adelaja,Shu Zhan, Corradi Marco. Superelastic SMA Belleville Washers for Seismic Resisting Applications: Experimental Study and Modelling Strategy[J]. Smart Materials and Structures, 2016, 25:105013.(SCI, IF:3.585 JCR: Q1) DOI:10.1088/0964-1726/25/10/105013
[21] Sun Xiaofeng, Li Zheng*,Shu Zhan, He Minjuan. Performance Evaluation of Cross-laminated Timber Structures under Different Earthquake Hazard Levels [J]. Journal of Wood Science.(SCI, IF:2.170 JCR: Q3) DOI:10.1007/s10086-017-1667-7
[22] Li Zheng, Tao Duo, Li Mengwei,Shu Zhan, Jing Songshi, He Minjuan, Qi Peng. Prediction of Damage Accumulation Effect of Wood Structural Members under Long-Term Service: A Machine Learning Approach[J].Materials, 2019, 12, 1243.(SCI, IF:3.623 JCR: Q2) DOI: 10.3390/act10040071
[23] Dong Hanlin, He Minjuan, Wang Xijun*, Christopoulos Constantin, Li Zheng,Shu Zhan. Development of a uniaxial hysteretic model for dowel-type timber joints in OpenSees[J].Construction & Building Materials, 2021, 288:123112 (SCI, IF:6.414JCR: Q1)DOI: 10.1016/j.conbuildmat.2021.123112
国内期刊
[1]何敏娟,胡超,舒展*.节点半刚性对K6单层木网壳稳定性能的影响[J].特种结构, 2018, 35(4): 69-80
[2]曹雨奇,阳荣昌,刘慧群,舒展*.体外预应力混凝土风力发电塔地震易损性分析[J].同济大学学报(自然科学版),2018,46(11):1501-1507.DOI: 10.11908/j.issn.0253-374x.2018.11.005
[3]李征,吴婷婷,舒展*,陈飞,何敏娟.自复位胶合木框架结构设计方法与地震易损性分析[J].建筑结构学报,2021,42(03):211-222. DOI: 10.14006/j.jzjgxb.2019.0283
[4]李征,罗晶,何敏娟,于祥圣,梁峰,舒展,孙永良.木梁柱螺栓钢填板节点转动性能理论计算方法[J].土木工程学报,2021,54(03):98-108+128DOI: 10.15951/j.tmgcxb.2021.03.009
国际EI与会议期刊
[1] Jian Zhang*,Zhan Shu.Optimal Design of Isolation Devices for Buildings using Performance-based Methodology [C], 2013 Computational Dynamics Conference, Greece, 2013.
[2] Xiaofeng Sun,Zhan Shu*, Minjuan He. The Total Seismic Loss Ratio of a Power Plant with Equivalent Pendulum Tuned Mass Damper System [C]. Proceedings of the IASS Annual Symposium 2016, paper number 5192.
[3] Junting Guo,Zhan Shu*. Theoretical Evaluation of Moment Resistance for Bolted Timber Connections [C], 2019 3rd International Conference on Building Materials and Materials Engineering (ICBMM 2019), Portugal, 2019.
国内会议
[1]舒展,何敏娟,胡超.一种运用于K6单层木网壳的半刚性木节点[C],第一届全国土木工程新材料及新型结构学术会议,西安, 2018.
课程教学
中文
木竹结构设计(Design of Timber and Bamboo Structures)，本科，3学分
工程项目管理及法规(Engineering Project Management and Regulations)，本科，2学分
英文
结构工程新进展(Latest Developments in Structural Engineering)，研究生，4学分
