Plaxis (13 results)

Soft cover. Condition: New. Language:Chinese.Author:BEI JING JIN TU MU RUAN JIAN JI SHU YOU XIAN GONG SI BIAN ZHU.Binding:Soft cover.Publisher:China Communications Press.

Condition: New.

Condition: New.

Condition: As New. Unread book in perfect condition.

Condition: As New. Unread book in perfect condition.

Condition: New.

paperback. Condition: New. Language:Chinese.Pub Date: 2015-02-01 Pages: 372 Publisher: Machinery Industry Press PLAXIS3D is widely used and highly recognized by the industry of a geotechnical finite element analysis software internationally. Its operating procedures clear and concise. with powerful modeling. calculation and post-processing functions; to take into account non-linear rock mass. time-dependent. anisotropic and fluid - solid interaction complex nature; in addition. many projects In addition to the simulati.

paperback. Condition: New. Paperback. Pub Date: 2015-10-01 Pages: 193 Publisher: Machinery Industry Press PLAXIS geotechnical engineering finite element software in the world is widely used in geotechnical engineering practice. The operating software itself we have a more detailed description to the reader in PLAXIS3D Basic Course and PLAXIS2D based tutorial on. Presumably to help readers familiar with the basic operations and basic principles PLAXIS latest version. However. geotechnical engineering itself is very comp.

paperback. Condition: New. Language:Chinese.Paperback. Pub Date: 2017-05-01 Pages: $number Publisher: Machinery Industry Publishing house plaxis2d is a mature. good performance and widely acclaimed in the International geotechnical engineering general Finite element analysis software. Many countries and regions in the world are widely used in the calculation and analysis of geotechnical engineering and auxiliary design. The Netherlands Plaxisb. V. Company in 2 .

Taschenbuch. Condition: Neu. Druck auf Anfrage Neuware - Printed after ordering - Masterarbeit aus dem Jahr 2011 im Fachbereich Ingenieurwissenschaften - Bauingenieurwesen, Note: 1,7, Hochschule für Technik, Wirtschaft und Kultur Leipzig, Sprache: Deutsch, Abstract: Beengte Verhältnisse in Städten, tiefe Nutzung von Grundstücken und immer größere Dimensionierung von Bauwerken machen den Einsatz von Baugrubenverbauten notwendig. Im Hinblick auf die Standsicherheit und Gebrauchstauglichkeit der Baugruben und aller benachbarten Bauwerke während aller Bauzustände haben Verformungsprognosen damit eine große Bedeutung erlangt.Für Verformungsberechnungen im Sinne des Nachweises der Gebraustauglichkeit stehen dem Geotechnikingenieur Berechnungsansätze der Stabstatik oder Numerische Verfahren zu Verfügung. Die drei gebräuchlichsten Verfahren, das klassische Trägermodell mit unnachgiebiger Stützung, das erweiterte Träger-modell mit gebettetem Wandfuß (Bettungsmodulverfahren) und die Finite-Elemente-Methode (Hardening-Soil Modell) sollen in der vorliegenden Arbeit näher erläutert und miteinander verglichen werden. Dazu werden anhand einer einfach gestützten Baugrubenwand die Berechnungsergebnisse aus ausführlichen Handrechnungen sowie den Grundbauprogrammen GGU-Retain V.5 und PLAXIS V.8 vorgestellt.The cramped situation in cities, the deep using of sites and growing up of the dimension of buildings are the reasons for necessity of deep excavations. In view for the stability and serviceability of the building pit sheeting and all adjacent constructions the importance of prediction of deformations during all building phases has increased.The Geotechnical Engineer has the choice between classical procedures or numerical methods to determine deformations for proving the Serviceability Limit State. The three common methods, the classical beam model with rigid supports, the configure beam model with earth support proposing an elastic subgrade reaction and the Finite-Elemente-Methode (using with Hardening Soil Model) should be explained and compared with each other. Therefore the results out of hand-calculations as well as of the Geotechnical design Programs GGU-Retain V.5 and PLAXIS V.8 for a single propped excavation wall are introduced.

Taschenbuch. Condition: Neu. Nachweis der Gebrauchstauglichkeit für Baugrubensicherungen | Grundlagen und Anwendung des Bettungsmodulverfahrens und der FEM-Berechnung (PLAXIS) | Michael Riemer | Taschenbuch | 176 S. | Deutsch | 2011 | GRIN Verlag | EAN 9783640888818 | Verantwortliche Person für die EU: GRIN Publishing GmbH, Waltherstr. 23, 80337 München, info[at]grin[dot]com | Anbieter: preigu.

Condition: Sehr gut. Zustand: Sehr gut | Sprache: Deutsch | Produktart: Bücher | Keine Beschreibung verfügbar.

paperback. Condition: New. Language:Chinese.Paperback. Pub Date: 2023-11 Publisher: China Construction Industry Press PLAXIS is a universal finite element analysis software for geotechnical engineering that is mature. has good performance and is widely praised internationally. Python based on command flow can completely automate the operation of the software. which not only facilitates secondary development by scientific researchers. but also facilitates large-scale parametric analysis by engineering designers. This bo.