个人简介
教育背景
2003.08-2007.07 清华大学 土木工程系 土木工程专业 学士学位
2007.08-2012.07 清华大学 土木工程系 土木工程专业 博士学位
工作履历
2012.07-2014.12 清华大学 土木工程系 博士后
2014.12-2016.06 清华大学 土木工程系 讲师，硕士生导师
2016.07-2016.12 清华大学 土木工程系 助理教授，博士生导师
2016.12-2019.02 清华大学 土木工程系 准聘副教授，博士生导师
2017.03-至今 清华大学 土木水利学院 院长助理
2019.02-至今 清华大学 土木工程系 长聘副教授，博士生导师
学术兼职
中国钢结构协会钢-混凝土组合结构分会副秘书长
中国大百科全书第三版土木工程卷土木工程结构分支学科编委
世界交通运输大会（WTC）结构工程学部桥梁加固与维护学科“桥梁维修加固新材料的研发与应用”技术委员会联合主席
参编规范标准：工程建设强制性（全文）国家规范《组合结构通用规范》（研编组成员）、行业标准DL《钢-混凝土组合结构设计规程》（编制组成员）、协会标准CECS《钢-混凝土组合桥梁设计指南》（编制组成员）、行业标准CJJ/T 272-2017《波形钢腹板组合梁桥技术标准》（主要审查人）
奖励与荣誉
科研项目获奖
2012年国家技术发明奖一等奖（排名第3）
2018年国家科技进步奖一等奖创新团队（排名第4）
2016年国家科技进步奖二等奖（排名第5）
2015年天津市科技进步奖一等奖（排名第7）
2014年中国铁路工程总公司科学技术奖二等奖（排名第3）
2012年北京市科学技术奖三等奖（排名第4）
2017年第十四届中国土木工程詹天佑奖（排名第6）
2017年华夏建设科学技术二等奖（排名7）
2010年詹天佑欧维姆预应力技术奖二等奖（排名第2）
2018年“二十二冶杯”全国钢结构装配式建筑设计创新竞赛特等奖（排名第10）
学术论文获奖
2012年中国土木工程学会优秀论文奖一等奖（第一作者）
2018年《建筑结构学报》创刊40周年40篇经典学术论文奖（第二作者）
2018年Journal of Bridge Engineering-ASCE主编特别推荐新闻论文Editor’s Choice（通讯作者）
2009年詹天佑欧维姆预应力优秀论文奖二等奖（第二作者）
2017年第26届全国结构工程学术会议优秀论文一等奖（第一作者）
个人荣誉
2017年国家优秀青年科学基金
2012年清华大学“学术新秀”
2014年清华大学优秀博士后
2010年首届教育部“博士研究生学术新人奖”
2015年清华大学“骨干人才支持计划”
2012年清华大学“博士后支持计划”
2012年清华大学博士学位论文一等奖
2012年北京市高等学校优秀博士毕业生
2012年清华大学优秀博士毕业生
研究领域
陶慕轩博士在钢-混凝土组合结构领域具有非常广泛的研究兴趣，尤其针对组合结构在体系层面的推广应用在基础研究和关键技术研发方面正进行着深入的探索，研究主要聚焦于以下三个方面：
1. 组合结构体系中楼板组合效应的内在机理和设计方法
楼板组合效应是最能反映组合结构体系特点的力学行为，它是竖向与侧向荷载共同作用下面外与面内耦合作用的结果，只有透彻地理解其中复杂的力学机制，才有可能得到组合结构体系应用于地震区的科学设计方法。这项研究的最终目标是：组合框架梁的抗震设计方法
2. 结构体系精细化模拟的新型高效数值模型
一维和二维结构构件是结构体系中应用最广泛的两类构件，因此在传统一维纤维梁单元和二维分层壳单元的基础上进行发展创新，实现剪力滞后、剪切非线性、粘结滑移、裂缝宽度、冲切、剪切错动等一系列关键复杂效应的精细化模拟，将有助于开发出更强大的适用于结构体系的高性能数值仿真技术与软件平台。这项研究的最终目标是：结构体系非线性分析程序COMPONA-FIBER/SHELL
3. 高性能组合/混合结构体系的性能评价
组合/混合结构体系的类型非常繁多，除了工程中最常见的组合框架、组合框架-混凝土核心筒体系，还包括混合框架、重力-侧力系统相分离、采用新型高性能组合构件、采用耗能元件等组合/混合结构体系，要为这些体系找到科学合理的设计控制指标，必须以强大的结构体系综合性能评价技术作为支撑。这项研究的最终目标是：组合/混合结构体系综合性能定量评价指标
近期论文
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Modeling and investigation of elasto-plastic behavior of steel–concrete composite frame systems
Fiber Beam-Column Model Considering Slab Spatial Composite Effect for Nonlinear Analysis of Composite Frame Systems
Slab spatial composite effect in composite frame systems. I: Effective width for ultimate loading capacity
Shear Deformation and Sliding-Based Fiber Beam-Column Model for Seismic Analysis of Reinforced Concrete Coupling Beams
Seismic behavior of steel reinforced concrete column–steel truss beam hybrid joints
Evaluation and story drift ratio limits of structures with separated gravity- and lateral-load-resisting systems using pushover analysis
Optimisation of layered shell model for analysis of reinforced concrete shear walls based on machine learning
Internal force redistribution caused by cracking of concrete in composite frame structures under lateral load
Experimental study on in-plane behavior of composite frame slabs and the influence of out-of-plane effect
Experimental and analytical study on the mechanical properties of U-shaped steel-encased composite beams
Experimental and numerical research of ultrahigh performance concrete layered shell element based on a two-dimensional fixed crack model
Component-based model of semi-rigid connections for nonlinear analysis of composite structures
Experimental and numerical study on bent shear panel damper made of BLY160 steel
Development of bent shear panel dampers for eccentrically braced composite frames
Experimental investigation on the behavior of the steel–concrete composite frames with uplift-restricted and slip-permitted screw-type (URSP-S) connectors
Shear resistance of steel-concrete-steel deep beams with bidirectional webs
Analysis of Equivalent Flexural Stiffness of Steel–Concrete Composite Beams in Frame Structures
Experimental study on bond and anchorage of steel bars in precast concrete structures with new-to-old concrete interface
Numerical study of reinforced concrete coupled shear walls based on a two-dimensional finite element model
Strong-column–weak-beam criterion for reinforced concrete frames subjected to biaxial seismic excitation
Force mechanism analysis of a composite structural system with separated gravity and lateral resisting systems under earthquake action
Stiffness amplification coefficient for composite frame beams considering slab spatial composite effect
Effective slab width for beam-end flexural strength of composite frames with circular-section columns
An improved elasto-plastic constitutive model for the exquisite description of stress-strain hysteresis loops with cyclic hardening and softening effects
Seismic behaviour of structural systems with separated gravity and lateral resisting systems
Experimental study on seismic behaviour of composite frames with wide floor slabs considering the effect of floor loads
State-of-the-art of macroscopic constitutive models of concrete
Biaxial reinforced concrete constitutive models for implicit and explicit solvers with reduced mesh sensitivity
Experimental study on shaped steel shear connectors used in large-scale composite structures
Experimental study and design method of shear-dominated composite plate shear walls
Load distribution factor for moment of composite bridges with multi-box girders
Multi-index distortion control of steel-concrete composite tub-girders considering interior cross-frame deformation
Experimental Study of Shear-Critical Reinforced-Concrete Shear Walls under Tension-Bending Shear-Combined Cyclic Load
Investigation of the shear resistances of steel–concrete–steel composite structures with bidirectional webs
Experimental study of flexural critical reinforced concrete filled composite plate shear walls
Selected series method on buckling design of stiffened steel-concrete composite plates
Bending Capacity of Steel-Concrete-Steel Composite Structures Considering Local Buckling and Casting Imperfection
Mechanical properties of novel out-of-plane steel beam-concrete wall pinned joints with T-shaped steel connectors under monotonic tension load
Influence of slab spatial composite effect on dynamic behaviour of composite frame structures under earthquake excitation
Seismic performance of composite single-column elevated station with hybrid energy dissipation technique
Rational modeling for cracking behavior of RC slabs in composite beams subjected to a hogging moment
Simplified Design Method for the Shear Capacity of Steel Plate Shear-Strengthened Reinforced-Concrete Beams
Experimental and Theoretical Studies on the Shear Resistance of Steel-Concrete-Steel Composite Structures with Bidirectional Steel Webs
Force transfer mechanism in RC beams strengthened in shear by means of steel plated concrete
Fiber Beam-Column Element Considering Flange Contribution for Steel Links under Cyclic Loads
Analytical model for seismic simulation of reinforced concrete coupled shear walls
Rebar Anchorage Slip Macromodel Considering Bond Stress Distribution: Monotonic Loading and Model Application
Seismic Behavior of Steel Plate Reinforced Concrete Composite Shear Walls under Tension-Bending-Shear Combined Cyclic Load
Fishbone-shaped beam–column model for steel outrigger truss–concrete wall composite joints
Some advances in conventional fiber beam-column model传统纤维模型 的一些新发展
Fiber beam-column model for diagonally reinforced concrete coupling beams incorporating shear and reinforcement slip effects
Modeling Techniques for Strain-Range-Dependent Hardening Behavior of Low-Yield-Point Steel Shear Panel Dampers
Some advances in conventional fiber beam–column model 传统纤维模型的一些新发展
Fracture energy-based model for average crack spacing of reinforced concrete considering size effect and concrete strength variation
Design of Single-Level Guyed Towers Considering Interrelationship between Bracing Strength and Rigidity Requirements
Whole-process crack width prediction of reinforced concrete structures considering bonding deterioration
Rigidity and moment distribution of steel-concrete composite waffle floor systems considering the spatial effect
Analytical model and design formulae of circular CFSTs under axial tension
Fiber beam–column element model considering reinforcement anchorage slip in the footing
Experimental and Numerical Investigations of Composite Frames with Innovative Composite Transfer Beams
Experimental study on confining-strengthening, confining-stiffening, and fractal cracking of circular concrete filled steel tubes under axial tension
Development Trends and Path for China's Civil and Structural Engineering Science and Technology to 2035 中国土木结构工程科技2035发展趋势与路径研究
Seismic behavior simulation of high-rise core tube structures based on an accurate and efficient element for reinforced concrete coupling beams
Optimized Prestressed Continuous Composite Girder Bridges with Corrugated Steel Webs
Quantitative evaluation of deformation mechanism and failure modes for composite joints
Research on effect of axial compression ratio on steel plate concrete composite shear walls
Multi-scale modeling for deformation mechanism analysis of composite joint substructures
Experimental study on the tensile behavior of square concrete-filled steel tubes
Vibration comfort analysis on large-span steel-concrete composite pedestrian
Calculational method of joint core shear forcein RC frame structures
A fiber beam-column element considering nonlinear shear effects for seismic response analysis of reinforced concrete coupling beams II: application and discussion
Seismic behavior of CFST-enhanced steel plate-reinforced concrete shear walls
A fiber beam-column element considering nonlinear shear effects for seismic response analysis of reinforced concrete coupling beams I: Theory and implementation
Case study on structural seismic behavior considering large slab openings and auxiliary facilities with large mass ratios
Modeling strategies of fiber models for composite structural members: element mesh and section discretization
Finite element model on mechanical behavior of composite shear wall with double steel plates and infilling concrete
Cyclic hardening and softening behavior of the low yield point steel BLY160: Experimental response and constitutive modeling
Dynamic elasto-plastic analytical method on seismic performance of composite frame-core tube system
Seismic behavior of RC structures with absence of floor slab constraints and large mass turbine as a non-conventional TMD: a case study
New technique and application of uplift-restricted and slip-permitted connection
Seismic Performance of Joints between Steel K-Style Outrigger Trusses and Concrete Cores in Tall Buildings
Experiment research on slip performance of uplift resisting with slip T-shaped connectors
Slip performance and hysteresis model of a new type of uplift restricted-slip free connectors
Stress Increment of Unbonded Prestressing Tendons in Prestressed Concrete Girders with Corrugated Steel Webs
Uplift-Restricted and Slip-Permitted T-Shape Connectors
Multi-scale efficient numerical model of concrete filled steel tube-composite beam joint for nonlinear analysis of structural systems
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