LEADER 05372nam 2200709Ia 450 001 9911020479003321 005 20200520144314.0 010 $a9786612164910 010 $a9781282164918 010 $a1282164910 010 $a9780470611005 010 $a0470611006 010 $a9780470393581 010 $a0470393580 035 $a(CKB)2550000000006378 035 $a(EBL)479821 035 $a(OCoLC)520990425 035 $a(SSID)ssj0000340195 035 $a(PQKBManifestationID)11269218 035 $a(PQKBTitleCode)TC0000340195 035 $a(PQKBWorkID)10388007 035 $a(PQKB)11290185 035 $a(MiAaPQ)EBC479821 035 $a(Perlego)2763745 035 $a(EXLCZ)992550000000006378 100 $a20071022d2008 uy 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt 182 $cc 183 $acr 200 10$aMaterials with rheological properties $ecalculation of structures /$fConstantin Cristescu 210 $aLondon $cISTE ;$aHoboken, NJ $cJohn Wiley$d2008 215 $a1 online resource (298 p.) 225 1 $aISTE ;$vv.15 300 $aDescription based upon print version of record. 311 08$a9781848210127 311 08$a1848210124 320 $aIncludes bibliographical references and index. 327 $aMaterials with Rheological Properties; Table of Contents; Chapter 1. Introduction; 1.1. Historical background; 1.2. Considering the plastic and rheological properties of materials in calculating and designing resistance structures for constructions; 1.3. The basis of the mathematical model for calculating resistance structures by taking into account the rheological properties of the materials; Chapter 2. The Rheological Behavior of Building Materials; 2.1. Preamble; 2.2. Structural steel for construction; 2.2.1. Structural steel for metal construction 327 $a2.2.2. Reinforcing steel (non-prestressed)2.2.3. Reinforcements, steel wire and steel wire products for prestressed concrete; 2.3. Concrete; Chapter 3. Composite Resistance Structures with Elements Built from Materials Having Different Rheological Properties; 3.1. Mathematical model for calculating the behavior of composite resistance structures: introduction; 3.2. Mathematical model for calculating the behavior of composite resistance structures. The formulation considering creep; 3.2.1. The effects of the long-term actions and loads: overview 327 $a3.2.1.1. Composite structures with discrete collaboration3.2.1.2. Composite structures with continuous collaboration; 3.2.1.3. Composite structures with complex composition; 3.2.2. The effect of repeated short-term variable load actions: overview; 3.3. Mathematical model for calculating the behavior of composite resistance structures. The formulation considering stress relaxation; 3.3.1. The effect of long-term actions and loads: overview; 3.3.1.1. Composite structures with discrete collaboration; 3.3.1.2. Composite structures with continuous collaboration 327 $a3.3.1.3. Composite structures with complex composition3.3.2. The effect of repeated short-term variable actions and loads: overview; 3.4. Conceptual aspects of the mathematical model of resistance structure behavior according to the rheological properties of the materials from which they are made; Chapter 4. Applications on Resistance Structures for Constructions; 4.1. Correction matrix; 4.1.1. The displacement matrix of the end of a perfectly rigid body due to unit displacements successively applied to the other end of a rigid body 327 $a4.1.2. The reaction matrix of the end of a perfectly rigid body due to unit forces successively applied to the other end of a rigid body4.2. Calculation of the composite resistance structures. Formulation according to the creep; 4.2.1. Preliminaries necessary to systematize the calculation of composite structures in the formulation according to the creep; 4.2.2. Composite structures with discrete collaboration; 4.2.3. Composite structures with continuous collaboration; 4.2.4. Composite structures with complex composition 327 $a4.3. The calculation of composite resistance structures. Formulation according to the stress relaxation 330 $aMaterials with Rheological Properties presents the evolution of the mathematical models used to calculate the resistance structures and the conditions which enable progress to be made in this field. The author presents equations describing the behavior of each possible type of resistance structure (with discrete collaboration, continuous collaboration and complex composition). These equations are then redefined in the particular concrete form for each type of structure, by using the notions and known parameters from the construction's statics. The mathematical models are then tested u 410 0$aISTE 606 $aBuilding materials$xMathematical models 606 $aBuilding materials$xAnalysis 606 $aRheology 615 0$aBuilding materials$xMathematical models. 615 0$aBuilding materials$xAnalysis. 615 0$aRheology. 676 $a624.1/8 700 $aCristescu$b Constantin$01839040 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9911020479003321 996 $aMaterials with rheological properties$94418158 997 $aUNINA