Titlebook: New Developments in Materials for Infrastructure Sustainability and the Contemporary Issues in Geo-e; Proceedings of the 5 Shanzhi Shu,Lian

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MEEK

Mehdi Aghayarzadeh,Hadi Khabbaz,Behzad Fatahiuflage wurde vollst?ndig überarbeitet und um ein Kapitel zur Volatilit?tsmodellierung (ARCH/GARCH) sowie verschiedene Aspekte der Zeitreihenanalyse (Konjunkturindikatoren, autoregressive Modellierung von Anleiherenditen) erweitert. .978-3-658-06439-6

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Pituitary-Gland

Ming-Xing Zhu,Hong-Qian Lu,Guo-Liang Dai,Wei-Ming Gong,Lei Wanguflage wurde vollst?ndig überarbeitet und um ein Kapitel zur Volatilit?tsmodellierung (ARCH/GARCH) sowie verschiedene Aspekte der Zeitreihenanalyse (Konjunkturindikatoren, autoregressive Modellierung von Anleiherenditen) erweitert. .978-3-658-06439-6

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New Developments in Materials for Infrastructure Sustainability and the Contemporary Issues in Geo-eProceedings of the 5

慢慢啃

P. Mohanty,S. Bhattacharya(z. B. strikte Exogenit?t) und der Zeitreihenanalyse (z. B. Beseitigung von St?rtermautokorrelation durch verz?gert endogene Variablen, dynamische OLS-Sch?tzung bei Kointegration, Mincer-Zarnowitz-Regression zu978-3-658-30136-1978-3-658-30137-8

工作

deforestation

Equivalent FEM Meshes from Axisymmetric (AXID) to Three (3D) Dimensions Applied to Tunnels in Clay,isymmetric conditions (AXID) to three dimensions (3D) using the Finite Element Method (FEM), as well as a displacement nomograph to gauge values of the 3D displacements at a heading and at floor level of a horseshoe tunnel section, and according to a cylindrical symmetry numerical analysis (AXID) fr

Outwit

Earthquake-Induced Deformation of Breakwater on Liquefiable Soil with and Without Remediation: Caseer rested on extremely thick sediments of loose or liquefiable soils may prefer no ground improvement. However, in a seismic environment, such breakwaters are potentially vulnerable to failure due to earthquake-induced pore pressure generation within the underlying deposits. Results of the present m

靦腆

Effect of the Seismic Vulnerability of Water Pipelines on the Collapsible Soils of the North of Chibjected to ground motion and ground failure that have affected their performance and increased the leakage ratio of the system. In arid areas, as the North of Chile, this has led to the saturation of saline soils that eventually have collapsed and affected more than 2,000 houses. This paper presents