Análise de esforços em estruturas aporticadas com fundações em estacas
type: CreativeWork
description: The present work has as its main goal determination of loads acting on bridge frames supported by piles or bored piles under the condition of horizontal loading. Theories on laterally loaded piles are discussed and an application of the stiffness method to the analysis of plane frames by means of digital computers is shown. ln the last Chapter a few practical examples are solved, and graphs for the determination of the maximum bending moment of piles are presented for two hypothesis of the soil reaction modulus: constant or varying linearly with depth.
abstract: The present work has as its main goal determination of loads acting on bridge frames supported by piles or bored piles under the condition of horizontal loading. Theories on laterally loaded piles are discussed and an application of the stiffness method to the analysis of plane frames by means of digital computers is shown. ln the last Chapter a few practical examples are solved, and graphs for the determination of the maximum bending moment of piles are presented for two hypothesis of the soil reaction modulus: constant or varying linearly with depth.
author: Diniz, Roberto Antônio da Costa
language: por
keywords: Pórticos, Pontes, Viadutos, Fundações (Engenharia)
date published: 1972-12
date modified: 2026-07-24T01:15:49Z
provider: Brazil UERJ
publisher: Networked Digital Library of Theses and Dissertations
type: WebPage
source organization: Universidade Federal do Rio de Janeiro

PropertyValue
property ID: Handle
value: http://hdl.handle.net/11422/2328