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Peter Zmthor ideas of Architectural Creation Jia jiaojiao1,Liu songfu2, He xiaojuan3 1College of Civil and Architecture Engineering, Northeast Petroleum University ; 2Heilongjiang Key Laboratory of Disaster Prevention, Mitigation and Protection Engineering 3Harbin Institute of Technology, School of Architecture Eontime Real Estate Group (LianYunGang) CO.LTD Key word: Peter Zumthor; Architectural works; Architectural ideology Abstract: The paper studies the theories of Peter Zumthor, one of the most important architect in contemporary Swiss.

Structural Behavior of FRP Tunnel Lining Takashi Hara1, a 1Department of Civil Engineering and Architecture, Tokuyama College of Technology, Sunan 745-8585, Japan at-hara@tokuyama.ac.jp Keywords: FRP, tunnel lining, corrugate plate, deformation, FEM Abstract.
Hara, Analysis and design of FRP dome structure, International Conference on Computational Design in Engineering, (2009), pp641-644

Thermal Effect on Consolidation for Saturated Porous Solid Shaohua Guo School of Civil Engineering and Architecture, Zhejiang University of Science and Technology, Hangzhou 310023, P.R.China gsh606@yahoo.com.cn Keywords: saturated soil, anisotropy, consolidation model, thermal effect, modal equation Abstract.
But Biot’s theory are only suitable for isotropic media, and even for this case, the consolidation equations can not be uncoupled between the displacement of soil and pore water pressure, which limited its application to engineering.

REDUCE THE IMPACT OF DYNAMIC STRENGTH OF CONCRETE UNDER FIRE CONDITIONS ON BEARING CAPACITY OF REINFORCED CONCRETE COLUMNS TAMRAZYAN Ashot Doctor of Technical Sciences, Professor, The Department of Reinforced Concrete and Masonry Structures, Moscow State University of Civil Engineering (MGSU), 26 Yaroslavskoechaussee, Moscow, 129337, Russian Federation e-mail: tamrazian@mail.ru Keywords: Reinforced concrete column; dynamic strength; bearing capacity; fire resistance; standard fire.
H. (2010):“Robustness Assessment for Progressive Collapse of Framed Structures Using Pushdown Analysis Method”, Proceeding of the 4th International Workshop on Reliable Engineering Computing (REC 2010), University of Harbin, Vol I: pp. 268-281

Introduction Rupture problems are encountered in a variety of situations: Earthquakes, Damage in biological tissues caused by disease, and aircracft or space structure, civil engineering….
As such, its understanding and modelling have attracted much attention from engineers and physicists (see. e.g. [1-3] for reviews in this topic).

Effect of different winding angle of fiberglass on parametric stability of structurally anisotropic cylindrical axisymmetric shells Yanfu Wang1,a , Zhiwei Wang1 1School of Mechanical and Power Engineering, Harbin University of Science and Technology, Harbin, China 150080 awangyanfu-001@126.com Keywords: Anisotropic circular cylindrical shells; Winding angle; Natural frequencies; Parametric stability; Mathieu Equation.
Introduction The dynamic stability of shells under periodic loads has been studied for a long time due to their importance in many aspects of industries, such as: nuclear, aerospace, civil and mechanical engineering and so on.

Blaise Pascal, Cité Descartes, Champs-sur-Marne, 77455 Marne-la-Vallée cedex 2, France Tel: 00 33 1 64 15 35 24, Fax: 00 33 1 64 15 35 62 2 University of Tehran, Department of Civil Engineering, IRAN a arson@cermes.enpc.fr, b gatmiri@cermes.enpc.fr Keywords: mixed damage model, unsaturated porous medium, hydro-mechanical and damage couplings, micro-mechanics, phenomenological approach, fracture flow Abstract.
Gatmiri, Non Linear Behaviour Of A Multiphase Engineering Barrier In Nuclear Waste Disposal" 16 th ICSMGE, OSAKA (2005), pp. 2261-2264

Application the Thermomechanical Damage Modeling Approach with Generalized Non-linear Strength Theory GUO Xuan 1, a, YU WeiWei 2,b 1 School of Civil Engineering & Tunnel and Underground of Engineering Experienmental Research Center, Beijing Jiaotong University Beijing 100044, China 2School of statistics, Capital university of economics and business, Beijing, 100070, China axguo@bjtu.edu.cn, b wowo8830@163.com Keywords: thermomechanical damage approach, non-linear strength theory, hyperplastic, energy, dissipation, multi-mechanisms Abstract.

"Simulated Earthquake Motions Compatible with Prescribed Response Spectra," Department of Civil Engineering, Massachusetts Institute of Technology, Cambridge, Massachusetts.
"Constitutive model for the triaxial behaviour of concrete," in Proceedings of the International Association for Bridge and Structural Engineering, 19.

A Damage Model For Prediction Of The Open-Hole Strength Of Glare Laminates Zizhen Caoa, Jifeng Zhangb, Yun Wanc, Yonggang Xied Smart Structures and Advanced Composites Laboratory, College of Aerospace and Civil Engineering, Harbin Engineering University, Harbin 150001, China aczzhrbeu@126.com, bjfzhang@hrbeu.edu.cn, cwanyun0505@hrbeu.edu.cn, dxygzhrb@126.com Keywords: Glare laminates; open hole; numerical analysis.