標(biāo)題: Titlebook: Geohazards and Pipelines; State-of-the-Art Des Spyros A. Karamanos,Arnold M. Gresnigt,Gert J. Dij Book 2021 The Editor(s) (if applicable) a [打印本頁(yè)] 作者: STH 時(shí)間: 2025-3-21 19:05
書目名稱Geohazards and Pipelines影響因子(影響力)
書目名稱Geohazards and Pipelines影響因子(影響力)學(xué)科排名
書目名稱Geohazards and Pipelines網(wǎng)絡(luò)公開度
書目名稱Geohazards and Pipelines網(wǎng)絡(luò)公開度學(xué)科排名
書目名稱Geohazards and Pipelines被引頻次
書目名稱Geohazards and Pipelines被引頻次學(xué)科排名
書目名稱Geohazards and Pipelines年度引用
書目名稱Geohazards and Pipelines年度引用學(xué)科排名
書目名稱Geohazards and Pipelines讀者反饋
書目名稱Geohazards and Pipelines讀者反饋學(xué)科排名
作者: Mirage 時(shí)間: 2025-3-21 21:01 作者: 歌曲 時(shí)間: 2025-3-22 01:56 作者: atopic 時(shí)間: 2025-3-22 07:02
Experimental Testing Conducted in the Course of the GIPIPE Project and Their Numerical SimulationIn the first part of the chapter, the experiments conducted at CSM facilities, in Sardinia, are described in detail. They comprise 3 tests on axially-loaded buried pipes, 3 tests on transversely-loaded buried pipes and 4 (outdoor) tests on a unique large-scale (25-m-long) special-purpose device that作者: 江湖騙子 時(shí)間: 2025-3-22 09:15 作者: hangdog 時(shí)間: 2025-3-22 16:27
Pipeline Response Under Landslide Actionar to the ones employed in the previous two chapters. More specifically, a two-stage numerical methodology is developed. In the first stage, a “global” model is employed to simulate soil movement during the landslide event, ignoring pipeline presence. In the second stage, a “l(fā)ocal” model is used, si作者: hangdog 時(shí)間: 2025-3-22 20:36 作者: Harridan 時(shí)間: 2025-3-22 22:10
Modes of Failure, Limit States and Limit Valuesnce”, which constitutes the second and final stage of “strain-based” pipeline design methodology. Strain limits are presented and discussed for ultimate and serviceability limit states, and reference to major pipeline standards is made. It is noted that the topic of “strain resistance” is very broad作者: 烤架 時(shí)間: 2025-3-23 01:29 作者: 不幸的人 時(shí)間: 2025-3-23 09:03 作者: 令人不快 時(shí)間: 2025-3-23 11:43
https://doi.org/10.1007/978-3-662-42542-8e analysis and design of buried steel pipelines under ground-induced actions, to be used by researchers, engineers and code-drafting committees. The GIPIPE project is summarized and an outline of the main results is offered. Finally, the last part of the chapter describes pipeline damages due to maj作者: SMART 時(shí)間: 2025-3-23 14:46 作者: infantile 時(shí)間: 2025-3-23 19:09 作者: accessory 時(shí)間: 2025-3-23 22:49 作者: cultivated 時(shí)間: 2025-3-24 05:39 作者: 尋找 時(shí)間: 2025-3-24 10:06
B Abgrenzung des Untersuchungsgegenstandes,ar to the ones employed in the previous two chapters. More specifically, a two-stage numerical methodology is developed. In the first stage, a “global” model is employed to simulate soil movement during the landslide event, ignoring pipeline presence. In the second stage, a “l(fā)ocal” model is used, si作者: atopic 時(shí)間: 2025-3-24 11:58 作者: NOCT 時(shí)間: 2025-3-24 15:34 作者: 使隔離 時(shí)間: 2025-3-24 21:40 作者: 有害處 時(shí)間: 2025-3-25 00:15
https://doi.org/10.1007/978-3-322-99380-9sient actions, associated with seismic wave propagation and permanent actions, e.g. tectonic fault movement, liquefaction and lateral spreading. Subsequently, landslide actions are described. In all types of ground-induced actions, simplified methodologies are provided to estimate the amount of ground displacement.作者: antiandrogen 時(shí)間: 2025-3-25 03:30 作者: Statins 時(shí)間: 2025-3-25 11:00
978-3-030-49894-8The Editor(s) (if applicable) and The Author(s), under exclusive license to Springer Nature Switzerl作者: 消滅 時(shí)間: 2025-3-25 12:11
https://doi.org/10.1007/978-3-030-49892-4Buried pipeline; Soil-structure interaction; Ground-induced action; Pipeline seismic analysis; Seismic f作者: Flu表流動(dòng) 時(shí)間: 2025-3-25 17:15 作者: expository 時(shí)間: 2025-3-25 22:02 作者: 正式通知 時(shí)間: 2025-3-26 04:13 作者: BOAST 時(shí)間: 2025-3-26 04:33 作者: 無情 時(shí)間: 2025-3-26 12:18
B Abgrenzung des Untersuchungsgegenstandes,mulating an appropriate pipeline segment and the corresponding portion of the surrounding soil. The presented methodology is applied to study two representative cases: (a) pipeline response to soil movement parallel to its axis and (b) pipeline response to soil movement perpendicular to its axis.作者: 反省 時(shí)間: 2025-3-26 14:42 作者: predict 時(shí)間: 2025-3-26 19:38
Pipeline Response Under Landslide Actionmulating an appropriate pipeline segment and the corresponding portion of the surrounding soil. The presented methodology is applied to study two representative cases: (a) pipeline response to soil movement parallel to its axis and (b) pipeline response to soil movement perpendicular to its axis.作者: Motilin 時(shí)間: 2025-3-27 00:15 作者: 美色花錢 時(shí)間: 2025-3-27 04:35
https://doi.org/10.1007/978-3-662-33269-6 fault crossing case is analyzed, for the purpose of examining the effect of bends on pipeline response. It is concluded that, the proper use of bends at a distance from the fault line, may be beneficial for the pipeline, reducing the strain developed in the pipeline wall.作者: Accord 時(shí)間: 2025-3-27 08:50
https://doi.org/10.1007/978-3-663-16128-8the simplified methodologies may provide a good level of accuracy. Therefore, they can be used quite efficiently for preliminary pipeline design purposes. The use of these simplified methodologies is illustrated using appropriate design examples.作者: Admire 時(shí)間: 2025-3-27 09:40 作者: BRIBE 時(shí)間: 2025-3-27 14:17 作者: CRANK 時(shí)間: 2025-3-27 17:46 作者: Patrimony 時(shí)間: 2025-3-27 23:23
,Die Pers?nlichkeit der Fabrikpflegerin, weld defect tolerance and weld tensile strength require special treatment, and a substantial amount of research work is still performed. Nevertheless, this chapter provides some basic information on this topic, pin-pointing the main features of strain capacity.? For?more details, the interested reader is referred to relevant publications.作者: Tortuous 時(shí)間: 2025-3-28 02:15
Numerical Models for Pipelines Under Large Ground-Induced Deformationsnt models (FEM or FEA). Both levels are discussed extensively and guidance on how to develop the corresponding models is offered. Finally, results from the two types of models are presented for a specific case of fault crossing, showing a good comparison between the two approaches.作者: 衰弱的心 時(shí)間: 2025-3-28 07:00
Modes of Failure, Limit States and Limit Values weld defect tolerance and weld tensile strength require special treatment, and a substantial amount of research work is still performed. Nevertheless, this chapter provides some basic information on this topic, pin-pointing the main features of strain capacity.? For?more details, the interested reader is referred to relevant publications.作者: chastise 時(shí)間: 2025-3-28 12:14 作者: Judicious 時(shí)間: 2025-3-28 17:12 作者: 確定方向 時(shí)間: 2025-3-28 22:39 作者: Eulogy 時(shí)間: 2025-3-29 01:49
