Shakedown Analysis of “Soil-Pile Foundation-Frame” System under Seismic Action-Reference-Cited by-同舟云学术

Shakedown Analysis of “Soil-Pile Foundation-Frame” System under Seismic Action

Published:2018-03-01 Issue:1 Volume:28 Page:100-114
ISSN:2450-8594
Container-title:Civil and Environmental Engineering Reports
language:en
Short-container-title:

Author:

Alawdin Piotr¹,Bulanov George²

Affiliation:

1. University of Zielona Gora, Faculty of Civil Engineering, Architecture and Environmental Engineering, Szafrana st 1, 65-516 Zielona Góra , Poland

2. RUP "Instytut BelNIIS", Minsk , Belarus

Abstract

Abstract In this article, the seismic shakedown FEM analysis of reinforced concrete and composite spatial frame structures on the deformable foundation, taking into account the elasticplastic and brittle behavior of structures elements, is presented. A foundation consists of group of the piles in the soil. The behavior of soil is described here using+ the elastic halfspace theory. The pile deformation model is assumed to be elastic-perfectly plastic, where the bearing capacity is determined by the results of testing the soils or the piles themselves. An example of seismic shakedown limit analysis is presented.

Publisher

Walter de Gruyter GmbH

Subject

General Medicine

Link

https://www.sciendo.com/pdf/10.2478/ceer-2018-0009

Reference19 articles.

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2. 2. Alawdin, Piotr, Bulanov, G. V. (2016) Shakedown seismic analysis of composite steel concrete frame system // In: Recent Progress in Steel and Composite Structures: Proceedings of the XIII International Conference on Metal Structures, London, Taylor & Francis Group, pp. 231--236.

3. 3. General Services Administrations (GSA) (2003), Progressive Collapse Analysis and Design Guidelines for New Federal Office Buildings Major Modernizations Projects.

4. 4. Bellmann, J. and Radmanovi´c B. (2011) Nonlinear Half-Space Contact. Proceedings of Structural Engineering World Congress, Italy.

5. 5. Smoltczyk, U. (1980) Grundbau Taschenbuch. Wilhelm Ernst & Sohn.