BLAST

作品数:533被引量:1087H指数:13
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相关作者:徐大专陈小敏虞湘宾朱光喜林宏志更多>>
相关机构:中国科学院北京邮电大学南京航空航天大学中山大学更多>>
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相关基金:国家自然科学基金国家高技术研究发展计划国家重点基础研究发展计划江苏省自然科学基金更多>>
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  • 期刊=Transactions of Tianjin Universityx
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Blast Protection Shelter by Using Hollow Steel Filled with Recycled Concrete被引量:1
《Transactions of Tianjin University》2008年第6期426-429,共4页LI Jianchun, HUANG Xin HUANG Xin MA Guowe 
Supported by MWD Research Fund of Singapore.
Under extreme loading condition,a shelter will provide a safe place to protect people from injury caused by blast wave and fragments.In order to save resource and reuse waste materi-als,a new design concept for blast ...
关键词:hollow steel panel recycled concrete aggregate SHELTER LS-DYNA simulation 
Methods for Progressive Collapse Analysis of Building Structures Under Blast and Impact Loads被引量:5
《Transactions of Tianjin University》2008年第5期329-339,共11页李忠献 师燕超 
Supported by National Natural Science Foundation of China(No.50638030and No.50528808);National Key Technologies R&D Program of China(No.2006BAJ13B02)
Progressive collapse of building structures under blast and impact loads has attracted great attention all over the world. Progressive collapse analysis is essential for an economic and safe design of building structu...
关键词:progressive collapse analysis building structures blast load impact load 
Numerical Simulation of Dynamic Response of an Existing Subway Station Subjected to Internal Blast Loading被引量:9
《Transactions of Tianjin University》2008年第S1期563-568,共6页胡秋韵 禹海涛 袁勇 
In order to design and retrofit a subway station to resist an internal blast, the distribution of blast loading and its effects on structures should be investigated firstly. In this paper, the behav-ior of a typical s...
关键词:INTERNAL BLAST LOADING SUBWAY STATION NUMERICAL analysis dynamic response 
Current State of Numerical Simulations and Testing for the Blast and Impact Protection of the Build Civil Engineering Infrastructure
《Transactions of Tianjin University》2006年第B09期1-7,共7页GEBBEKEN Norbert 
The identification of the critical infrastructure has shown that the build civil engineering infrastructure is almost involved everywhere, even with the IT-infrastructure. Therefore, the passive safety of structures i...
关键词:BLAST IMPACT numerical simulation testing passive structural safety 
Risk Assessment and Optimisation of Blast Mitigation Strategies for Design and Strengthening of Built Infrastructure
《Transactions of Tianjin University》2006年第B09期8-15,共8页STEWART Mark G 
A probabilistic risk assessment procedure is developed which can predict risks of explosive blast damage to built infrastructure, and when combined with life-cycle cost analysis, the procedure can be used to optimise ...
关键词:risk assessment blast-damage structural reliability GLAZING optimisation INFRASTRUCTURE 
A Review of Current Researches on Blast Load Effects on Building Structures in China被引量:32
《Transactions of Tianjin University》2006年第B09期35-41,共7页LI Zhongxian DU Hao BAO Chunxiao 
Supported by National Science Fund for Distinguished Young Scholars of China (No. 50425824)
The damages of building structures subjected to multifarious explosions cause huge losses of lives and property. It is the reason why the blast resistance and explosion protection of building structures become an impo...
关键词:building structure blast load blast resistance explosion protection blast shock wave 
A Blast Shock Isolation System with MRFD and Its Semi-Active Control Analysis
《Transactions of Tianjin University》2006年第B09期65-69,共5页LIU Jingbo WANG Libin DU Yixin WANG Yan 
Supported by the National Civil Defense Office of China for the Tenth Five-Year Plan and Tsinghua Basic Research Foundation (No.JC2003001)
To effectively reduce the damage to people and devices in civil defense engineering subjected to blast shock, a blast shock isolation system with magnetorheological fluid dampers (MRFD) is proposed. MRFD can provide c...
关键词:blast shock ISOLATION magnetorheological fluid damper semi-active control SIMULINK 
Numerical Simulation of Response of SRC Columns Subjected to Blast Loading被引量:6
《Transactions of Tianjin University》2006年第B09期126-131,共6页SUN Jianyun LI Guoqiang LU Yong 
The dynamic characteristics and failure modes of steel reinforced concrete (SRC) columns subjected to blast loading are complicated because of the transient stress wave in the SRC columns and the interaction between s...
关键词:BLAST steel reinforced concrete COLUMN failure mode concrete damage model 
Simulation of Blast and Fragment Loading Using a Coupled Multi-Solver Approach被引量:1
《Transactions of Tianjin University》2006年第B09期182-187,共6页GERBER Bence COWLER Malcolm BIRNBAUM Naury 
Simulating blast and fragment loading simultaneously in a single computation requires the combined use of multiple states of the art solvers. A pipe bomb is an example of simple improvised explosive device (IED) tha...
关键词:finite element method finite volume method fluid/structure interaction blast impact FRAGMENTATION 
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