机构办学资质怎么办,第十四届结构工程国际研讨

报告专家

单  位

报告题目

茹继平

李  杰

国家自然科学基金委员会

同济大学

Twenty years for fundamental researches of structural  engineering: A report from National Natural Science Foundation of China

周福霖

广州大学

Development and application on seismic isolation, energy dissipation and structural control in China

周绪红

重庆大学

Behavior of slender circular tubed-reinforced-concrete  columns subjected to eccentric compression

杨永斌

重庆大学

Joint equilibrium in geometric nonlinear analysis of  framed structures

欧进萍

哈尔滨工业大学

Research advances  and prospects on evolution from earthquake/wind hazard to engineering  disaster in China

聂建国

清华大学

Steel–concrete composite structures and sustainable  development in civil engineering

陈政清

湖南大学

Some new thoughts on vibration and its countermeasures for  super long-span suspension bridges

吕西林

同济大学

Shaking table test and numerical simulation of  self-centering RC frames

杜修力

北京工业大学

Numerical simulation and analytical method for earthquake damage  evolution of high dams, underground structures and large cavern groups

李宏男

大连理工大学

Studies on seismic damages and collapses of large scale  buildings and bridges

葛耀君

同济大学

Strong/typhoon wind hazard and effects on major structures  and bridges

雍俊海

清华大学

Studies on integrated numerical simulation platforms for  disaster evolution of civil infrastructure under strong wind and earthquake

岳清瑞

中冶建筑研究总院

Research and application on diagnosis and rehabilitation  of industrial buildings in China

Billie F. Spencer, Jr. 

University of Illinois, Urbana-Champoagn (美国伊利诺伊大学香槟分校)

Monitoring railroad bridges using UAVs

Mehdi Saiid SAIIDI

University of Nevada, Reno

(美国内华达大学里诺分校)

New horizons in seismic design of highway bridges with  advanced materials and construction methods

牛荻涛

西安建筑科技大学

Study on the durability of  concrete with environmental corrosion and fatigue load

Yukio TAMURA

北京交通大学

Relation between design load level and lifetime of  individual building and its elements

Ahsan KAREEM

University of Notre Dame

(美国圣母大学)

A transition from time or frequency domain to  time-frequency domain for estimating non-synoptic wind load effects

范  峰

哈尔滨工业大学

Dynamic behaviour of reticulated  shells under blast loading

Kazuhiko KASAI

Tokyo Institute of Technology

(日本东京工业大学)

Current status of motion control to mitigate seismic  damage of high-rise buildings and contents

Ian BUCKLE

University of Nevada, Reno

(美国内华达大学里诺分校)

Stability of elastomeric seismic isolation systems

Giovanni SOLARI

University of Genova

(意大利热那亚大学)

Advances in properties of  thunderstorm outflows relevant to the wind loading of structures

Horia HANGAN

Western University

(加拿大西安大略大学)

New frontiers in wind engineering

Ted STATHOPOULOS

Concordia University

(加拿大康考迪亚大学)

Wind pressures on  solar panels: current state-of-the-art

Richard G.J. FLAY

University of Auckland

(新西兰奥克兰大学)

Integration of wind tunnel  pressure measurements with the structural model for a large roof

李秋胜

香港城市大学

Field measurements of  typhoon-induced wind effects on low-rise buildings

Kenny KWOK

Western Sydney University

(澳大利亚西悉尼大学)

Motion perception, occupant  comfort and work performance in wind-excited tall buildings

陈新忠

Texas Tech University

(美国德克萨斯理工大学)

Inelastic responses of  wind-excited tall buildings with bilinear hysteretic restoring force  characteristics

郑启明

Tamkang University

(台湾淡江大学)

An acrosswind equivalent static  wind load model for rectangular shaped tall buildings

Yasushi UEMATSU

Tohoku University

(日本东北大学)

Wind resistant design of ring-stiffened  oil storage tanks

萧葆义

Taiwan Ocean University(台湾海洋大学)

Application of wind tunnel for  modelling pollution dispersion in the neutral atmospheric boundary layer

Giuseppe PICCARDO

University of Genoa

(意大利热那亚大学)

Dynamic approaches to ‘cross-section analysis’ within the  GBT formulation

季天健

University of Manchester

(英国曼彻斯特大学)

Towards predicting the  acceleration of a standing human whole-body in vertical structural vibration

Kincho H. LAW

Stanford University

(美国斯坦福大学)

Cloud-based cyber infrastructure  for bridge monitoring

E. Manos MARAGAKIS

University of Nevada, Reno

(美国内华达大学里诺分校)

Simulation of the in-plane and  out-of-plane seismic performance of nonstructural partition walls with  returns

朱信群

Western Sydney University

(澳大利亚西悉尼大学)

Smart rehabilitation of composite  structures using innovative bolted shear connectors

夏  勇

Hong Kong Polytechnic University(香港理工大学)

Typhoon-induced and  temperature-induced responses of a supertall structure

洪汉平

Western University

(加拿大西安大略大学)

Wind hazard mapping for China and  code making under uncertainty

罗绍湘

北京交通大学

A general extended kalman filter  with unknown inputs

陆  勇

University of Edinburgh

(英国爱丁堡大学)

Damage identification in  real-life problems: beam crack and implications

雷  鹰

厦门大学

Improved integration of  structural identification and structural reliability evaluation

任伟新

合肥工业大学

Nonlinearity and uncertainity  issues in structural health monitoring data

The state of the art of concrete  structure durability monitoring and restoration

朱宏平

华中科技大学

Health diagnostic method of urban  rail transit underground structures

滕  军

哈尔滨工业大学深圳研究生院

Operational modal analysis and continuous  dynamic monitoring of structures

余志武

中南大学

Random  dynamic analysis of train-bridge system involving system parameters with probability  density envolution method

C.S. CAI

Louisiana State University

(美国路易斯安那州立大学)

Bridge condition assessment based  on vehicle and bridge interaction

卢国兴

天津城建大学

Recent  studies on energy absorption of thin-walled structures

宋钢兵

美国休斯顿大学

Pounding tuned mass damper (PTMD)  – a novel device for passive structural vibration control

黄  斌

武汉理工大学

Natural frequency of structure  with random parameters based on generalized Taylor series

毕凯明

Curtin University

(澳大利亚科廷大学)

Influence of seawater layer on  the seismic response of buried offshore pipelines

陶  忠

Western Sydney University

(澳大利亚西悉尼大学)

Behaviour of hybrid stainless-carbon  steel composite beam-column joints with blind bolts

方  秦

解放军理工大学

Concrete material model for  intense dynamic loadings

吴  波

华南理工大学

Basic creep of cylinders made of  normal-strength demolished concrete blocks and high-strength fresh concrete

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