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object(stdClass)#96 (3) { ["hits"]=> array(2) { [0]=> object(stdClass)#97 (18) { ["bindingStyleCode"]=> string(4) "HARD" ["categories"]=> array(5) { [0]=> string(6) "EOC08A" [1]=> string(6) "EOC01A" [2]=> string(8) "SCEC0735" [3]=> string(8) "SCEC0762" [4]=> string(6) "EOC15A" } ["edition"]=> int(1) ["id"]=> int(233596) ["imprint"]=> string(16) "Taylor & Francis" ["isbn"]=> string(13) "9780415452618" ["isbn10"]=> string(10) "0415452619" ["keywords"]=> string(1225) "ACOUSTIC PAPADRAKAKIS SEISMIC PREDICTION GROUND IMPRECISE CASE FUZZY SCHEMES CAUSED COMPLEX ONE TOOL THEIR INFRASTRUCTURES ASSESSMENT STRUCTURES ENGNG HOLES INTERACTING V2 HISTORY STAGGERED CONNECTION MORPHOLOGICAL DESCRIPTION WAVES USING HEALTH MOVING PLATES EXPERIMENTAL ELEMENT STOCHASTIC IMPACTS SOLID VIBRATIONS ACTIVE DESIGN DAMPING NONLINEAR CONTROL OPTIMISATION STRAIN SIMPLIFIED LOADS DUE DAMAGE BOOK CONSERVING FINITE PROBABILISTIC U APPLICATIONS BLACK DEVELOPMENT BEAMS INTEGRATION ELASTOACOUSTICS SOLUTION RAIL HIGH STIFFNESS EARTHQUAKE UNCERTAIN BUILDINGS RESPONSE DEFORMABLE SMART DYNAMIC BEM VICINITY ALGORITHMS FREQUENCY ASSUMED ANALYSIS BENDING PARAMETERS ENGINEERING DYNAMICS SIMULATION MONITORING UNCERTAINTY EXPERIMENTS PARALLEL DISTRIBUTED NUMERICAL PROBLEMS MULTI VIBRATION FEM PROPAGATION METHODOLOGY STRUCTURE UPDATING RATIONAL SYSTEMS TIME DERIVATION SOME ESTIMATES LESSONS DIMENSIONAL ENERGY INDICATORS HYBRID STRUCTURAL SERIES FORMULATION TRANSITIONS PERFORMANCE TRAIN RESOLUTION MODELING STRUCT COMP TWO VALIDATION GEOTECHNICAL PLATE STRUCTU SI DISSIPATORS CONTACT COMPUTATIONAL LEARNED STIFFENED BAYESIAN VOL MOMENTUM LIGHTWEIGHT NATURAL DYN VULNERABILITY DIAGNOSIS METHOD CONSERVATION MASS FIRST" ["originators"]=> array(4) { [0]=> object(stdClass)#98 (3) { ["id"]=> int(2541706) ["name"]=> string(20) "Manolis Papadrakakis" ["roleCode"]=> string(2) "HG" } [1]=> object(stdClass)#99 (3) { ["id"]=> int(2541708) ["name"]=> string(17) "Dimos C. Charmpis" ["roleCode"]=> string(2) "HG" } [2]=> object(stdClass)#100 (3) { ["id"]=> int(2541709) ["name"]=> string(18) "Yannis Tsompanakis" ["roleCode"]=> string(2) "HG" } [3]=> object(stdClass)#101 (3) { ["id"]=> int(2541710) ["name"]=> string(16) "Nikos D. Lagaros" ["roleCode"]=> string(2) "HG" } } ["publicationDate"]=> string(25) "2008-12-03T19:00:00-05:00" ["relevance"]=> float(5.008486) ["series"]=> string(30) "Structures and Infrastructures" ["seriesCodes"]=> string(2) "SI" ["shortDescription"]=> string(295) "The increasing necessity to solve complex problems in Structural Dynamics and Earthquake Engineering requires the development of new ideas, innovative methods and numerical tools for providing accurate numerical solutions in affordable computing times. This book presents the latest scientific" ["sku"]=> string(6) "SW2619" ["subjectGroup"]=> string(9) "Reference" ["subtitle"]=> string(50) "Structures and Infrastructures Book Series, Vol. 2" ["title"]=> string(60) "Computational Structural Dynamics and Earthquake Engineering" } [1]=> object(stdClass)#102 (18) { ["bindingStyleCode"]=> string(4) "HARD" ["categories"]=> array(6) { [0]=> string(8) "SCBU2025" [1]=> string(6) "EOM21A" [2]=> string(8) "SCEC0762" [3]=> string(8) "SCEC0770" [4]=> string(6) "EOC15A" [5]=> string(6) "EOC07A" } ["edition"]=> int(1) ["id"]=> int(234893) ["imprint"]=> string(16) "Taylor & Francis" ["isbn"]=> string(13) "9780415452601" ["isbn10"]=> string(10) "0415452600" ["keywords"]=> string(866) "ROBUST NON SHAPE INFRASTRUCTURES BASED COST DAN RBDO APPROXIMATIONS ANALYTICAL MODELS STRUCTURES APPROACHES GENETIC RANDOMNESS METHODS MAINTENANCE SYSTEM USING V1 METHODOLOY TOPOLOGY PRINCIPLES OPTIMIZATION STOCHASTIC ROBUSTNESS THEORY DESIGN INSUFFICIENT B NONDETERMINISTIC M CASCADING BOOK RELIABILITY LOAD PROBABILISTIC APPLICATIONS BENEFIT ADVANCES MOMENT RELATIONSHIP CAPABILITIES SOLUTION ITS EXPANSION MAINTAINED DYNAMIC TAYLOR ANALYSIS ENGINEERING APPLICATION ORDER SIMULATION THEORIES PART UNCERTAINTY NUMERICAL MEMS TSOMPANAKIS APPROACH SYSTEMS UNCERTAINTIES SAMPLE EDITOR ALGEBRAIC UNDER OVERVIEW GAP DAKOTA SYNTHESIS MODEL DECOUPLED FRANGOPOL CONTROLLED STRUCTURAL SERIES CONSIDERING SEMIDEFINITE REDUCED VIA TARGET SEMI POSSIBILITY INFO PROGRAMMING TRUSSES SI EFFICIENT AVERAGE DECOMPOSITION PASSIVELY RDO ALGORITH VOL MAXIMUM FORMULATIONS EVIDENCE DATA" ["originators"]=> array(3) { [0]=> object(stdClass)#103 (3) { ["id"]=> int(1595405) ["name"]=> string(18) "Yannis Tsompanakis" ["roleCode"]=> string(2) "HG" } [1]=> object(stdClass)#104 (3) { ["id"]=> int(1595407) ["name"]=> string(16) "Nikos D. Lagaros" ["roleCode"]=> string(2) "HG" } [2]=> object(stdClass)#105 (3) { ["id"]=> int(1595408) ["name"]=> string(20) "Manolis Papadrakakis" ["roleCode"]=> string(2) "HG" } } ["publicationDate"]=> string(25) "2008-02-06T19:00:00-05:00" ["relevance"]=> float(5.997596) ["series"]=> string(30) "Structures and Infrastructures" ["seriesCodes"]=> string(2) "SI" ["shortDescription"]=> string(294) "Uncertainties play a dominant role in the design and optimization of structures and infrastructures. In optimum design of structural systems due to variations of the material, manufacturing variations, variations of the external loads and modelling uncertainty, the parameters of a structure, a" ["sku"]=> string(6) "SW2600" ["subjectGroup"]=> string(9) "Reference" ["subtitle"]=> string(83) "Structures & Infrastructures Book , Vol. 1, Series, Series Editor: Dan M. Frangopol" ["title"]=> string(56) "Structural Design Optimization Considering Uncertainties" } } ["query"]=> object(stdClass)#106 (5) { ["bindingPriority"]=> string(54) "PAPE,HARD,PCK,PKCC,PKCD,PKWE,EBK,DVD,CDRM,AUDC,WEB,AUD" ["size"]=> int(10) ["sort"]=> object(stdClass)#107 (2) { ["key"]=> string(21) "SortByPublicationDate" ["direction"]=> string(10) "Descending" } ["start"]=> int(1) ["suggestSpelling"]=> bool(false) } ["totalHits"]=> int(2) }