Zobrazeno 1 - 10
of 35
pro vyhledávání: '"Josef Rott"'
Publikováno v:
Journal of Marine Science and Engineering, Vol 12, Iss 6, p 937 (2024)
The reconstruction of the Serçe Limanı ship proposed a double-masted rig consisting of two sails with a total combined area of 100 m2. That proposal considered provenance evidence and appraised hydrodynamic and hydrostatic conditions. The current p
Externí odkaz:
https://doaj.org/article/07d6edbf659b477297da66393a81ea56
Publikováno v:
Buildings, Vol 14, Iss 4, p 923 (2024)
Cities face the consequences of climate change, specifically the urban heat island (UHI) effect, which detrimentally affects human health. In this regard, deploying PV modules in urban locales prompts inquiry into the impact of energy-active building
Externí odkaz:
https://doaj.org/article/48bb24ce734a420095777c8daf967c75
Publikováno v:
Buildings, Vol 13, Iss 9, p 2339 (2023)
Ambitious climate protection requires decentralized renewable energy production via building-related photovoltaics in cities. However, cities are also subject to the Urban Heat Island effect, which negatively impacts human health. In this context, th
Externí odkaz:
https://doaj.org/article/36001b8d33b045b99e66abf72f698700
Autor:
Josef Rott
Publikováno v:
Multiple City ISBN: 9783868598773
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9385515d91f7833ab310e2118c14f11c
https://doi.org/10.1515/9783868598773-015
https://doi.org/10.1515/9783868598773-015
Autor:
Jan Blahůt, Josef Rott
Publikováno v:
Acta Geodynamica et Geomaterialia. :89-99
Publikováno v:
Engineering Geology. 214:50-59
The paper describes an application of the geotechnical numerical back analysis in estimating the thickness of eroded sedimentary overburden in shallow basinal sediments. The approach is based on the back-analysis of the coefficient of earth pressure
Publikováno v:
Acta Geotechnica. 10:719-733
The coefficient of earth pressure at rest K 0 of fine-grained soils is often being estimated empirically from the overconsolidation ratio (OCR). The relationships adopted in this estimation, however, assume that K 0 is caused by pure mechanical unloa
Autor:
David Mašín, Josef Rott
Publikováno v:
Acta Geotechnica. 9:299-312
Very small strain stiffness anisotropy of sedimentary clays is investigated. First, a general formulation of transversely isotropic elastic model is summarised, followed by a description of its complete parameter identification using transversal and
Autor:
Adam Wysokowski, Josef Rott, Jarosław Chudzicki, Janusz Kozubal, Andrzej Kuliczkowski, Krystyna Choma-Moryl, Katarzyna Miszta-Kruk, Anna Siemińska-Lewandowska, Monika Mitew-Czajewska, David Mašín, Marian Kwietniewski, Lejk Jerzy
Publikováno v:
Underground Infrastructure of Urban Areas 3
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2370e2251a9d7143bf11b089fe996420
https://doi.org/10.1201/b17539
https://doi.org/10.1201/b17539