soil structure interaction (552 Ergebnisse)

XIII, 286 p. Softcover. Versand aus Deutschland / We dispatch from Germany via Air Mail. Einband bestoßen, daher Mängelexemplar gestempelt, sonst sehr guter Zustand. Imperfect copy due to slightly bumped cover, apart from this in very good condition. Stamped. Sustainable Civil Infrastructures. Sprache: Englisch.

XI, 270 p. Softcover. Versand aus Deutschland / We dispatch from Germany via Air Mail. Einband bestoßen, daher Mängelexemplar gestempelt, sonst sehr guter Zustand. Imperfect copy due to slightly bumped cover, apart from this in very good condition. Stamped. Sustainable Civil Infrastructures. Sprache: Englisch.

VII, 276 S. Softcover. Versand aus Deutschland / We dispatch from Germany via Air Mail. Einband bestoßen, daher Mängelexemplar gestempelt, sonst sehr guter Zustand. Imperfect copy due to slightly bumped cover, apart from this in very good condition. Stamped. Sustainable Civil Infrastructures Ser. Sprache: Englisch.

1st ed. 2020. X, 125 p. Softcover. Versand aus Deutschland / We dispatch from Germany via Air Mail. Einband bestoßen, daher Mängelexemplar gestempelt, sonst sehr guter Zustand. Imperfect copy due to slightly bumped cover, apart from this in very good condition. Stamped. Sustainable Civil Infrastructures. Sprache: Englisch.

paperback. Zustand: acceptable. Jun Quan: Meshfree methods in Soil-Structure Interaction (Band 3 der Schriftenreihe des IMB Institut für Modellierung und Berechung). Shaker Verlag, Aachen 2007. Broschur, 106 Seiten mit Figuren im Text; im unteren Bereich etw. angeschmutzt/wasserwellig, sonst ordentlicher Zustand. - Text nur in Englisch / in English only.

Buch. Zustand: Neu. Neuware -Soil-structure interaction (SSI) is an important phenomenon in the seismic response analysis. As seismologists describe seismic excitation in terms of the seismic motion of certain control point at the free surface of the initial site, the question is whether the same point of the structure (after structure appears) will have the same seismic response motion in case of the same seismic event. If yes, then seismic motion from seismologists is directly applied to the base of the structure (it is called ''fixed-base analysis''), and they say that ''no SSI occurs'' (though literally speaking soil is forcing structure to move, so interaction is always present). This is a conventional approach in the field of civil engineering. However, if heavy and rigid structure (sometimes embedded) is erected on medium or soft soil site, this structure changes the seismic response motion of the soil as compared to the initial free-field picture. Such a situation is typical for Nuclear Power Plants (NPPs), deeply embedded structures, etc. The book describes different approaches to SSI analysis and different SSI effects. Special attention is paid to the Combined Asymptotic Method (CAM) developed by the author and used for the design of NPPs in seismic regions. Nowadays, some civil structures have parameters comparable to those of NPPs (e.g., masses and embedment), so these approaches become useful for the civil structural engineers as well. 200 pp. Schwedisch.

XVI, 243 p. Softcover. Versand aus Deutschland / We dispatch from Germany via Air Mail. Einband bestoßen, daher Mängelexemplar gestempelt, sonst sehr guter Zustand. Imperfect copy due to slightly bumped cover, apart from this in very good condition. Stamped. Sustainable Civil Infrastructures Ser. Sprache: Englisch.

Zustand: New.

Taschenbuch. Zustand: Neu. Neuware -Soil-structure interaction (SSI) is an important phenomenon in the seismic response analysis. As seismologists describe seismic excitation in terms of the seismic motion of certain control point at the free surface of the initial site, the question is whether the same point of the structure (after structure appears) will have the same seismic response motion in case of the same seismic event.If yes, then seismic motion from seismologists is directly applied to the base of the structure (it is called ''fixed-base analysis''), and they say that ''no SSI occurs'' (though literally speaking soil is forcing structure to move, so interaction is always present). This is a conventional approach in the field of civil engineering. However, if heavy and rigid structure (sometimes embedded) is erected on medium or soft soil site, this structure changes the seismic response motion of the soil as compared to the initial free-field picture.Such a situation is typical for Nuclear Power Plants (NPPs), deeply embedded structures, etc. The book describes different approaches to SSI analysis and different SSI effects. Special attention is paid to the Combined Asymptotic Method (CAM) developed by the author and used for the design of NPPs in seismic regions. Nowadays, some civil structures have parameters comparable to those of NPPs (e.g., masses and embedment), so these approaches become useful for the civil structural engineers as well.Books on Demand GmbH, Überseering 33, 22297 Hamburg 200 pp. Englisch.

Broschiert. Zustand: Gut. 285 Seiten; Das Buch befindet sich in einem ordentlich erhaltenen Zustand; Sprache: Deutsch Gewicht in Gramm: 500.

Zustand: Sehr gut. Zustand: Sehr gut | Seiten: 80 | Sprache: Englisch | Produktart: Bücher.

Zustand: New. pp. 80.

Taschenbuch. Zustand: Neu. Neuware -The design of foundation of the building structure should be given prime attention because building foundation is in contact with the material i.e. soil which is highly complex, particulate, poly-phase, heterogeneous, and stress and strain level dependent. The real behavior of structure in contact with soil involves an interactive process beginning with the construction phase and ending with a state of balance within the structure and within the ground influenced by the structure. The analysis of such combined piled-raft foundation is very challenging because of complexities involved in the interaction between soil, pile, raft slab and structure. The interaction between the soil, foundation and the structure affects the demands (loads and displacements) imposed on structure, and the analysis of interaction between the pile, the raft and the soil of combined piled-raft foundation and upper structure can only be possible effectively by means of an advanced three-dimensional non-linear finite element technique or using a computer code based on advanced computational techniques in which proper models are incorporated to simulate soil behavior and soil-structure interaction.Books on Demand GmbH, Überseering 33, 22297 Hamburg 52 pp. Englisch.

kartoniert. Zustand: Sehr gut. Zust.: Gutes Exemplar. XV, 223 S. ; zahlr. graph. Abb. u. Tab. Englisch 820g.

Paperback. Zustand: Good. Paperback. Clear plastic protector is adhered to covers. Light shelf wear on covers. No markings noted in text. Tulsa's largest used bookstore. Located on South Mingo Road since 1991. No-hassle return policy if not completely satisfied.

Taschenbuch. Zustand: Neu. Neuware -In the present study, a RC framed staging empty elevated tank is considered to evaluate the response reduction factor with and without considering the effects of flexibility of soil using sap2000 software. The evaluation of response modification factor is done using static nonlinearpushover analysis. Pushover analysis is an advanced tool to carry out static nonlinear analysis of framed structures. The response reduction factor (R) is depends on Over strength (Rs), Ductility (Rµ), Redundancy (RR).Value of R for reinforced concrete structure depends on the type of framing system. Proposed IS 1893 draft classifies framing into three categories i.e. 1) Ordinary Moment Resisting Frame (OMRF), 2) Intermediate Moment Resisting Frame (IMRF), and 3) Special Moment Resisting Frame (SMRF).The pushover curve which is a plot of base shear versus roof displacement, gives the actualcapacityof the structure in the non linear range.Books on Demand GmbH, Überseering 33, 22297 Hamburg 60 pp. Englisch.

Zustand: New.

Booklet - Unbound Pages. Zustand: Very Good. 12 pages. An authentic standalone article, extracted from a larger volume. Not a reprint or reproduction, but an original work in its own right. Supplied without title page or cover. Size: 14 x 22 cms. Quantity Available: 1. Category: Institution of Civil Engineers; Inventory No: 612885. Cosmo Books : 28 years selling on ABE; 28 years of taking care of customers on ABE; A seller you can rely on.

Hardcover. Zustand: Very Good. *Excellent* Clean, square, bright, solid. No marks! A little bit of wear to the exterior. Released without dustcover. We ship daily. Out to you w/tracking.

Zustand: New. pp. 272.

Zustand: Sehr gut. Zustand: Sehr gut | Seiten: 192 | Sprache: Englisch | Produktart: Bücher.

Taschenbuch. Zustand: Neu. Neuware -The response of shallow and raft foundations is having a significant importance due to its complex behavior because of the semi-infinite soil media. The Winkler model represents the foundation reaction as proportional to the soil displacement at a particular point, which results in the elasticity of the soil being the only parameter in consideration. But in reality the soil cohesiveness is having a significant contribution in soil structure interaction, and therefore the consideration of coupling effects of Winkler springs need to be accounted. Most of the existing elements either consider certain parameters of the foundation or assume an elastic beam and foundation response. In this research a new finite element formulation was developed in which these limitations were eliminated. This improved model can be viewed as a soil with a combination of cohesive behavior which transmits the rotation due to bending in addition to the Winkler effect. The non linear response of structures resting on this improved foundation model is analyzed by considering the tensionless behavior of the soil. The presented solutions show the superiority of the proposed nonlinear foundation model.Books on Demand GmbH, Überseering 33, 22297 Hamburg 56 pp. Englisch.

Gr.-8°, Hardcover/Pappeinband. 1.Auflage,. 762 Seiten Einband etwas berieben, Bibl.Ex., innen guter und sauberer Zustand. 9789061918110 Sprache: Englisch Gewicht in Gramm: 1558.

Zustand: New. In.

Hardcover. Zustand: New. ISBN:9789392969768.

Zustand: Gebraucht / Used. 1993. Or.hardcover. xv,439pp. Large 8°. Bibliogr. Index. NATO ASI Series. Series C: Mathematical and Physical Sciences- Vol. 390. Missing first free endpaper.

rilegato. Zustand: Perfetto (Mint). Book.

Taschenbuch. Zustand: Neu. Neuware -Ansys is a finite element computer program capable of performing static, dynamic, heat transfer, fluid flow, and electromagnetism analyses. Ansys is a very powerful and impressive engineering tool that may be used to solve variety of problems. The concrete gravity arch dam of 'Brezina' is located in El Beyadh at the west of Algeria. It transmits part of its actions to both sides of the valley through arching effect, whereas the bottom part acts on the foundation. The dam is 60 m high, its maximum arch length is 78.5 m and its thickness varies from 5m at the crest to 36.3 m at the foundation level.Books on Demand GmbH, Überseering 33, 22297 Hamburg 148 pp. Englisch.

Taschenbuch. Zustand: Neu. Druck auf Anfrage Neuware - Printed after ordering - For the last couple of decades it has been recognized that the foundation material on which a structure is constructed may interact dynamically with the structure during its response to dynamic excitation to the extent that the stresses and deflections in the system are modified from the values that would have been developed if it had been on a rigid foundation. This phenomenon is examined in detail in the book. The basic solutions are examined in time and frequency domains and finite element and boundary element solutions compared. Experimental investigations aimed at correlation and verification with theory are described in detail. A wide variety of SSI problems may be formulated and solved approximately using simplified models in lieu of rigorous procedures; the book gives a good overview of these methods. A feature which often lacks in other texts on the subject is the way in which dynamic behavior of soil can be modeled. Two contributors have addressed this problem from the computational and physical characterization viewpoints. The book illustrates practical areas with the analysis of tunnel linings and stiffness and damping of pile groups. Finally, design code provisions and derivation of design input motions complete this thorough overview of SSI in conventional engineering practice. Taken in its entirety the book, authored by fifteen well known experts, gives an in-depth review of soil-structure interaction across a broad spectrum of aspects usually not covered in a single volume. It should be a readily useable reference for the research worker as well as the advance level practitioner. (abstract) This book treats the dynamic soil-structure interaction phenomenon across a broad spectrum of aspects ranging from basic theory, simplified and rigorous solution techniques and their comparisons as well as successes in predicting experimentally recorded measurements. Dynamic soil behavior and practical problems are given thorough coverage. It is intended to serve both as a readily understandable reference work for the researcher and the advanced-level practitioner.

Zustand: Good. *Price HAS BEEN REDUCED by 10% until Monday, Aug. 25 (weekend SALE item)* two volumes, 575 240 pp., Hardcovers, ex library, extremities worn else text clean and bindings tight. - If you are reading this, this item is actually (physically) in our stock and ready for shipment once ordered. We are not bookjackers. Buyer is responsible for any additional duties, taxes, or fees required by recipient's country.