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150922t20152016enk o 001 0 eng d |
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|a 929521651
|a 932328898
|a 945762293
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|a 9780128033920
|q (electronic bk.)
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|a 0128033924
|q (electronic bk.)
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|z 9780128033784
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|z 0128033789
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|a (OCoLC)921887716
|z (OCoLC)929521651
|z (OCoLC)932328898
|z (OCoLC)945762293
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|x 009020
|2 bisacsh
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|a 624.1/70113
|2 23
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1 |
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|a Pan, Peng,
|e author.
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1 |
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|a Development of online hybrid testing :
|b theory and applications to structural engineering /
|c Peng Pan, Tao Wang, Masayoshi Nakshima.
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| 264 |
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|a Oxford, UK :
|b Butterworth-Heinemann is an imprint of Elsevier,
|c [2015]
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|c �2016
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| 300 |
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|a 1 online resource
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| 336 |
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|a text
|b txt
|2 rdacontent
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| 337 |
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|a computer
|b c
|2 rdamedia
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| 338 |
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|a online resource
|b cr
|2 rdacarrier
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| 500 |
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|a Includes index.
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|a Online resource; title from title details screen (ScienceDirect, viewed September 23, 2015).
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|a Front Cover; Development of Online Hybrid Testing: Theory and Applications to Structural Engineering; Copyright; Contents; Preface; Chapter 1: Introduction; 1.1. Background, Objective, and Challenge; 1.2. Organization; References; Chapter 2: Basics of the Online Hybrid Test; 2.1. Introduction; 2.2. Basic Concepts and Applications; 2.2.1. Test Methodology; 2.2.2. Research Applications; 2.2.3. Advantages and Constraints; 2.3. Implementation and Major Components; 2.3.1. Implementation; 2.3.2. Major Components [27]; 2.4. Single DOF Structure with Explicit Scheme; 2.4.1. Test Structure
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8 |
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|6 880-01
|a 4.3. Displacement-Force Combined Control4.3.1. Static Test for Combined Control; 4.3.2. Algorithm of Online Test Using Displacement-Force Combined Control; 4.3.3. The Online Test Using Displacement-Force Combined Control; 4.4. Force-Displacement Switching Control; 4.4.1. Static Test for Displacement-Force Switching Control; 4.4.2. Algorithm of Displacement-Force Switching Control; 4.4.3. Online Test Using Displacement-Force Switching Control; 4.5. Conclusions; References; Chapter 5: An Internet Online Hybrid Test Using Host-Station Framework; 5.1. Introduction
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| 650 |
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|a Structural analysis (Engineering)
|x Computer simulation.
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| 650 |
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6 |
|a Th�eorie des constructions
|0 (CaQQLa)201-0015598
|x Simulation par ordinateur.
|0 (CaQQLa)201-0379159
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| 650 |
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7 |
|a TECHNOLOGY & ENGINEERING
|x Civil
|x General.
|2 bisacsh
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| 650 |
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7 |
|a Structural analysis (Engineering)
|x Computer simulation.
|2 fast
|0 (OCoLC)fst01135606
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| 700 |
1 |
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|a Wang, Tao,
|e author.
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| 700 |
1 |
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|a Nakashima, Masayoshi,
|e author.
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| 776 |
0 |
8 |
|i Print version:
|a Pan, Peng.
|t Development of Online Hybrid Testing : Theory and Applications to Structural Engineering.
|d : Elsevier Science, �2015
|z 9780128033784
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| 856 |
4 |
0 |
|u https://sciencedirect.uam.elogim.com/science/book/9780128033784
|z Texto completo
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| 880 |
8 |
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|6 505-00/(S
|a 3.4. Numerical Characteristics of Time Integration Algorithms3.4.1. Spectral Stability; 3.4.2. Accuracy Analysis; 3.5. Analysis of Typical Time Integration Algorithms; 3.5.1. Central Difference Method; 3.5.2. Newmark's Method; 3.5.3. HHT-α Method; 3.5.4. Generalized-α Method; 3.5.5. Implicit-Explicit Method; 3.5.6. Modal Truncation Technique; 3.5.7. Integral Form of Existing Algorithms; 3.5.8. State Space Procedure; 3.6. Applications for an Online Hybrid Test; 3.6.1. Applications of Central Difference Method; 3.6.2. Hardware-Dependent Iterative Scheme
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|6 505-00/(S
|a 2.4.2. Test Method2.4.3. Test Results; 2.5. Substructure Test with OS Scheme; 2.5.1. Test Structure; 2.5.2. Test Method; 2.5.3. Test Results; 2.6. Conclusions; References; Chapter 3: Time Integration Algorithms for the Online Hybrid Test; 3.1. Introduction; 3.2. Principle of Time Integration Algorithms and Properties; 3.3. Development of Time Integration Algorithms; 3.3.1. Linear Multi-Step Methods; 3.3.2. Newmark's Family Methods; 3.3.3. Collocation Methods; 3.3.4. α-Family Methods; 3.3.5. ρ-Family Methods; 3.3.6. Mixed Implicit-Explicit Methods
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|6 505-01/(S
|a 3.6.3. Newton Iterative Scheme Based on HHT-α Method3.6.4. α-OS Method; 3.6.5. Predictor-Corrector Implementation of Generalized-α Method (IPC-ρ); 3.6.6. Ghaboussi Predictor-Corrector Method; 3.7. Conclusions; References; Chapter 4: The Online Hybrid Test Using Mixed Control; 4.1. Introduction; 4.2. Presentation of the Online Test System; 4.2.1. Loading System; Quasi-Static Jacks and Hydraulic Pump Systems; Controllers; Combination of PC for Control and PC for Operation; Characteristics of Mixed Control; 4.2.2. Base-Isolated Structure Model; 4.2.3. Test Setup
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