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020 _a9781402056567
_99781402056567
024 7 _a10.1007/9781402056567
_2doi
035 _avtls000335281
039 9 _a201509030236
_bVLOAD
_c201404300259
_dVLOAD
_y201402041256
_zstaff
040 _aMX-SnUAN
_bspa
_cMX-SnUAN
_erda
050 4 _aQC6.4.C6
100 1 _aIbrahimbegovic, Adnan.
_eeditor.
_9308389
245 1 0 _aExtreme Man-Made and Natural Hazards in Dynamics of Structures /
_cedited by Adnan Ibrahimbegovic, Ivica Kozar.
246 3 _aProceedings of the NATO Advanced Research Workshop on Extreme Man-Made and Natural Hazards in Dynamics of Structures, Opatija, Croatia, 28 May - 1 June 2006
264 1 _aDordrecht :
_bSpringer Netherlands,
_c2007.
300 _aviii, 395 páginas
_brecurso en línea.
336 _atexto
_btxt
_2rdacontent
337 _acomputadora
_bc
_2rdamedia
338 _arecurso en línea
_bcr
_2rdacarrier
347 _aarchivo de texto
_bPDF
_2rda
490 0 _aNATO Security through Science Series,
_x1874-6578
500 _aSpringer eBooks
505 0 _aNUMERICAL MODELLING AND DYNAMICS OF COMPLEX STRUCTURES -- COMPUTATIONAL ISSUES IN THE SIMULATION OF BLAST AND IMPACT PROBLEMS: AN INDUSTRIAL PERSPECTIVE -- NONLINEAR TRANSIENT ANALYSIS AND DESIGN OF COMPLEX ENGINEERING STRUCTURES FOR WORST CASE ACCIDENTS : EXPERIENCE FROM INDUSTRIAL AND MILITARY APPLICATIONS -- ON RELIABLE FINITE ELEMENT METHODS FOR EXTREME LOADING CONDITIONS -- PROBABILITY ASPECTS, DESIGN AND UNCERTAINTY -- QUANTIFYING UNCERTAINTY: MODERN COMPUTATIONAL REPRESENTATION OF PROBABILITY AND APPLICATIONS -- OPTIMUM PERFORMANCE-BASED RELIABILITY DESIGN OF STRUCTURES -- FIRE AND EXPLOSION INDUCED EXTREME LOADING CONDITIONS -- COMPUTATIONAL MODELLING OF SAFETY CRITICAL CONCRETE STRUCTURES AT ELEVATED TEMPERATURES -- THREE-DIMENSIONAL FE ANALYSIS OF HEADED STUD ANCHORS EXPOSED TO FIRE -- FLUID FLOW INDUCED EXTREME LOADING CONDITIONS -- DYNAMICS OF TSUNAMI WAVES -- MODELLING FLUID-INDUCED STRUCTURAL VIBRATIONS: REDUCING THE STRUCTURAL RISK FOR STORMY WINDS -- EARTHQUAKE INDUCED EXTREME LOADING CONDITIONS -- SEISMIC ASSESSMENT OF STRUCTURES BY A PRACTICE-ORIENTED METHOD -- REDUCING THE EARTHQUAKE INDUCED DAMAGE AND RISK IN MONUMENTAL STRUCTURES: EXPERIENCE AT ECOLE POLYTECHNIQUE DE MONTREAL FOR LARGE CONCRETE DAMS SUPPORTED BY HYDRO-QUEBEC AND ALCAN -- EARTHQUAKE ENGINEERING EXPERIMENTAL RESEARCH AT JRC-ELSA -- THE HISTORY OF EARTHQUAKE ENGINEERING AT THE UNIVERSITY OF CALIFORNIA AT BERKELEY AND RECENT DEVELOPMENTS OF NUMERICAL METHODS AND COMPUTER PROGRAMS AT CSI BERKELEY -- STATISTICS ON EXTREME LOADING CONDITIONS FOR CROATIA -- SECURITY ISSUES IN CROTAIAN CONSTRUCTION INDUSTRY: BASES OF STATISTICAL DATA FOR QUANTIFYING EXTREME LOADING CONDITIONS.
520 _aThe book provides a critical assessment of the current knowledge and indicates new challenges which are brought about at present times by fighting man-made and natural hazards in transient analysis of structures. The latter concerns both permanently fixed structures, such as those built to protect people and/or sensitive storage material (e.g. military installations) or special structures found in transportation systems (e.g. bridges, tunnels), and moving structures (such as trains, planes, ships or cars). The present threat of terrorist attacks or accidental explosions, the climate change which brings strong stormy winds or even the destructive earthquake motion that occurs in previously inactive regions or brings about tsunamis, are a few examples of the kind of applications addressed in this work. Problems of such diversity cannot be placed within a single traditional scientific discipline, but call for the expertise in probability theory for quantifying the cause, interaction problems for better understanding the physical nature of the problems, as well as modeling and computational techniques for improving the representation of inelastic behavior mechanisms and providing the optimal design.
590 _aPara consulta fuera de la UANL se requiere clave de acceso remoto.
700 1 _aKozar, Ivica.
_eeditor.
_9308390
710 2 _aSpringerLink (Servicio en línea)
_9299170
776 0 8 _iEdición impresa:
_z9781402056543
856 4 0 _uhttp://remoto.dgb.uanl.mx/login?url=http://dx.doi.org/10.1007/978-1-4020-5656-7
_zConectar a Springer E-Books (Para consulta externa se requiere previa autentificación en Biblioteca Digital UANL)
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999 _c282072
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