谦虚的人 发表于 2025-3-27 00:36:19
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Mehdi Aghayarzadeh,Hadi Khabbaz,Behzad Fatahiuflage wurde vollständig überarbeitet und um ein Kapitel zur Volatilitätsmodellierung (ARCH/GARCH) sowie verschiedene Aspekte der Zeitreihenanalyse (Konjunkturindikatoren, autoregressive Modellierung von Anleiherenditen) erweitert. .978-3-658-06439-6使习惯于 发表于 2025-3-27 08:09:21
http://reply.papertrans.cn/67/6651/665022/665022_33.pngPituitary-Gland 发表于 2025-3-27 10:59:06
Ming-Xing Zhu,Hong-Qian Lu,Guo-Liang Dai,Wei-Ming Gong,Lei Wanguflage wurde vollständig überarbeitet und um ein Kapitel zur Volatilitätsmodellierung (ARCH/GARCH) sowie verschiedene Aspekte der Zeitreihenanalyse (Konjunkturindikatoren, autoregressive Modellierung von Anleiherenditen) erweitert. .978-3-658-06439-6Wordlist 发表于 2025-3-27 16:40:25
New Developments in Materials for Infrastructure Sustainability and the Contemporary Issues in Geo-eProceedings of the 5慢慢啃 发表于 2025-3-27 18:01:54
P. Mohanty,S. Bhattacharya(z. B. strikte Exogenität) und der Zeitreihenanalyse (z. B. Beseitigung von Störtermautokorrelation durch verzögert endogene Variablen, dynamische OLS-Schätzung bei Kointegration, Mincer-Zarnowitz-Regression zu978-3-658-30136-1978-3-658-30137-8工作 发表于 2025-3-27 22:47:37
http://reply.papertrans.cn/67/6651/665022/665022_37.pngdeforestation 发表于 2025-3-28 02:58:58
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) frOutwit 发表于 2025-3-28 09:02:58
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腼腆 发表于 2025-3-28 12:47:30
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