Tabla de Contenidos: “…Front cover; Half title page; Zhejiang University Press Intelligent Systems Series; Chief Editor; Editorial Board Members; Advances in Intelligence and Security Informatics; Copyright page; Table of Contents; Preface; Acknowledgements; Chapter 1 Intelligence and Security Informatics; 1.1 Research Methodology and Frameworks for ISI; 1.2 The ACP Approach; 1.2.1 Modeling with Artificial Societies; 1.2.2 Analysis with Computational Experiments; 1.2.3 Control Through Parallel Execution; 1.2.4 Foundations in Philosophy and Physics; 1.3 Outline of Chapters; References…”

Tabla de Contenidos: “…Naked Stables Private Reserve (Moganshan, Zhejiang Province, China) / Ben Wood Studio Shanghai. …”

Tabla de Contenidos: “…Research on occupational burnout of female employees in Chinese beauty industryPublic watercolor art curriculum teaching method in science and engineering universities; The use of derivatives, corporate risk management and firm financial performance: Evidence from non-financial listed companies in Zhejiang province, China; Evaluation of Chinese cattle and sheep industry's subsidies policy; The relationship between Corporate Social Performance and Corporate Financial Performance: A literature review of twenty years (I)…”

Tabla de Contenidos: “…Chapter1: LEAP-UCD-2017 V. 1.01 model specifications -- Chapter2: Grain Size Analysis and Maximum and Minimum Dry Density of Ottawa F-65 Sand for LEAP-UCD-2017 -- Chapter3: Physical and Mechanical Properties of Ottawa F65 Sand -- Chapter4: LEAP-UCD-2017 comparison of centrifuge test results -- Chapter5: Archiving of experimental data for LEAP-UCD-2017 -- Chapter6: Comparison of LEAP-UCD-2017 CPT results -- Chapter7: Difference and Sensitivity Analyses of the LEAP-2017 Experiments -- Chapter8: LEAP-2017 Simulation Exercise – Overview of Guidelines for the element test simulations -- Chapter9: Calibration of Constitutive Models and Simulation of the Element Tests -- Chapter10: LEAP-2017: Comparison of the Type-B Numerical Simulations with Centrifuge Test Results -- Chapter11: Numerical sensitivity study compared to trend of experiments for LEAP-UCD-2017 -- Chapter12: LEAP-UCD-2017 Centrifuge Tests at Cambridge -- Chapter13: LEAP-UCD-2017 Centrifuge Test at University of California, Davis -- Chapter14: LEAP-2017 Centrifuge Test at Ehime University -- Chapter15: LEAP-UCD-2017 Centrifuge Test at IFSTTAR -- Chapter16: LEAP-UCD-2017 Centrifuge Test at KAIST -- Chapter17: LEAP-UCD-2017 Centrifuge Test at Kyoto University -- Chapter18: LEAP-UCD-2017 Centrifuge Tests at NCU -- Chapter19: Verification of the Repeatability of Soil Liquefaction Centrifuge Testing at Rensselaer -- Chapter20: Specifications and Results of Centrifuge Model Test at Zhejiang University for LEAP-UCD-2017 -- Chapter21: Prediction of LEAP-UCD-2017 Centrifuge Test Results Using Two Advanced Plasticity Sand Models -- Chapter22: LEAP-UCD-2017 Centrifuge Test Simulation at UNINA -- Chapter23: LEAP-2017 Centrifuge Test Simulation using HiPER -- Chapter24: Numerical Simulations of Selected LEAP Centrifuge Experiments with PM4Sand in FLAC -- Chapter25: LEAP-UCD-2017 Numerical Simulation at Meisosha Corp -- Chapter26: Numerical Simulations of LEAP Dynamic Centrifuge Model Tests for Response of Liquefiable Sloping Ground -- Chapter27: LEAP-UCD-2017 Simulation Team Fugro -- Chapter28: LEAP-UCD-2017 Type-B Predictions through FLIP at Kyoto University -- Chapter29: LEAP-UCD-2017 Simulations at Tsinghua University -- Chapter30: Application of a SANISAND model for numerical simulations of the LEAP 2017 experiments -- Chapter31: Numerical Simulation Trial by Cocktail Glass Model in FLIP ROSE for LEAP-UCD -- Chapter32: Preliminary Seismic Deformation and Soil-Structure Interaction evaluationS of A caisson-supported Marine Terminal wharf retaining and founded on liquefiable soils -- Chapter33: Significance of calibration procedure consistency -- Chapter34: Paths forward for Evaluating Seismic Performance of Geotechnical structures -- Chapter35: Selected issues in the seismic evaluation of embankment dams for possible investigation by LEAP -- Chapter36: Soil permeability in centrifuge modeling -- Chapter37: Variation of permeability of viscous fluid during liuefaction model testing -- Chapter38: Post-liquefaction cyclic shear strain: phenomenon and mechanism…”

Tabla de Contenidos: “…China, intercambios críticos con Occidente" -- Norman Foster, Aeropuerto Internacional, Pekín -- Herzog & de Meuron, Estadio Nacional Olímpico, Pekín -- PTW, Centro Nacional de Natación, Pekín -- Paul Andreu, Gran Teatro Nacional, Pekín -- OMA/Rem Koolhaas & Ole Scheeren, Sede de la CCTV, Pekín -- Steven Holl, Complejo residencial Linked Hybrid, Pekín -- Atelier FCJZ/Yung Ho Chang, Centro de I+D UF Soft, Pekín -- In+of Architecture/Wang Lu, Escuela Primaria Hope, Leiyang, Hunan -- Amateur Studio/Wang Shu & Lu Wenyu, Museo de Historia, Ningbo, Zhejiang -- Zhang Lei, Dos casas de ladrillo, Gaochun, Jiangsu -- Zaha Hadid, Teatro de la Ópera, Guangzhou, Guangdong -- Studio Pei Zhu, Museo Yue Minjun, Qingcheng, Sichuan -- Ai Weiwei, Ordos 100, Ordos, Mongolia Interior" - Casa Asia…”

“…It provided support for disaster loss prediction, disaster damage perception, and emergency command auxiliary decision-making in the earthquake in Sichuan, China, as well as the heavy rainfall in Zhejiang, China and Typhoon No. 9 "Lupi" that registered in Fujian, China, which significantly improved the emergency disposal Work efficiency…”