Interaction Effects Of Simultaneous Torsional And Compressional Cyclic Loading Of Sand

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Interaction Effects of Simultaneous Torsional and Compressional Cyclic Loading of Sand

Author : Patrick M. Griffin,William N. Houston
Publisher : Unknown
Page : 368 pages
File Size : 52,5 Mb
Release : 1979
Category : Sand
ISBN : STANFORD:36105024171782

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Interaction Effects of Simultaneous Torsional and Compressional Cyclic Loading of Sand by Patrick M. Griffin,William N. Houston Pdf

An experimental research program based on laboratory test studies and scaled slope model tests was conducted with specimens of Monterey No. 0 sand. The principal objective of the research was to study the effects of interactive coupling during combined compression (normal) and shear loading on the response of sands to dynamic loading. The research program included the following experimental studies: (1) Resonant Column tests on cylindrically shaped specimens using longitudinal and torsional excitation, both separately and in combination. (2) Thin-walled Hollow Cylinder tests using longitudinal and torsional cyclic excitation, both separately and in combination. (3) Large scale shaking table tests on slope models, using horizontal and vertical cyclic excitation, both separately and in combination. (Author).

Technical Abstract Bulletin

Author : Anonim
Publisher : Unknown
Page : 204 pages
File Size : 52,6 Mb
Release : 1981
Category : Science
ISBN : CORNELL:31924057177879

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Technical Abstract Bulletin by Anonim Pdf

Cyclic Loading Tests of Masonry Single Piers

Author : Bjorn Ingi Sveinsson,Hugh D. McNiven,Haluk Sucuoğlu
Publisher : Unknown
Page : 436 pages
File Size : 51,8 Mb
Release : 1985
Category : Buildings
ISBN : STANFORD:36105024149994

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Cyclic Loading Tests of Masonry Single Piers by Bjorn Ingi Sveinsson,Hugh D. McNiven,Haluk Sucuoğlu Pdf

Phenomenological Modeling of Steel Braces Under Cyclic Loading

Author : Kiyohiro Ikeda,Stephen A. Mahin,Stavros N. Dermitzakis
Publisher : Unknown
Page : 162 pages
File Size : 54,7 Mb
Release : 1984
Category : Computer programs
ISBN : STANFORD:36105024149721

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Phenomenological Modeling of Steel Braces Under Cyclic Loading by Kiyohiro Ikeda,Stephen A. Mahin,Stavros N. Dermitzakis Pdf

Dynamic Interaction Effects in Arch Dams

Author : Ray W. Clough
Publisher : Unknown
Page : 194 pages
File Size : 44,7 Mb
Release : 1985
Category : Arch dams
ISBN : STANFORD:36105024149952

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Dynamic Interaction Effects in Arch Dams by Ray W. Clough Pdf

Structure-foundation Interactions Under Dynamic Loads

Author : Wen David Liu,Joseph Penzien
Publisher : Unknown
Page : 382 pages
File Size : 53,6 Mb
Release : 1984
Category : Bridges
ISBN : STANFORD:36105024149820

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Structure-foundation Interactions Under Dynamic Loads by Wen David Liu,Joseph Penzien Pdf

Inelastic Buckling of Steel Struts Under Cyclic Load Reversals

Author : R. Gary Black,W. A. Wenger
Publisher : Unknown
Page : 188 pages
File Size : 48,9 Mb
Release : 1980
Category : Buckling (Mechanics)
ISBN : UCSD:31822035370014

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Inelastic Buckling of Steel Struts Under Cyclic Load Reversals by R. Gary Black,W. A. Wenger Pdf

Earthquake Response of Concrete Gravity Dams Including Hydrodynamic and Foundation Interaction Effects

Author : Anil K. Chopra
Publisher : Unknown
Page : 216 pages
File Size : 55,5 Mb
Release : 1980
Category : Concrete dams
ISBN : ERDC:35925002187620

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Earthquake Response of Concrete Gravity Dams Including Hydrodynamic and Foundation Interaction Effects by Anil K. Chopra Pdf

A general procedure for analysis of the response of concrete gravity dams, including the dynamic effects of impounded water and flexible foundation rock, to the transverse (horizontal) and vertical components of earthquake ground motion is presented. The problem is reduced to one in two dimensions, considering the transverse vibration of a monolith of the dam. The system is analyzed under the assumption of linear behavior for the concrete, foundation rock and water. The complete system is considered as composed of three substructures -- the dam, represented as a finite element system, the fluid domain, as a continuum of infinite length in the upstream direction, and the foundation rock region as a viscoelastic halfplane. The structural displacements of the dam are expressed as a linear combination of Ritz vectors, chosen as normal modes of an associated undamped dam-foundation system. The effectiveness of this analytical formulation lies in its being able to produce excellent results by considering only a few Ritz vectors. The modal displacements due to earthquake motion are computed by synthesizing their complex frequency responses using Fast Fourier Transform procedures. The stress responses are calculated from the modal displacements. An example analysis is presented to illustrate results obtained from this analytical procedure. Computation times for several analyses are presented to illustrate effectiveness of the procedure.

Effects of Concrete Types and Loading Conditions on Local Bond-slip Relationships

Author : Andrew D. Cowell,Vitelmo Victorio Bertero,Egor Paul Popov
Publisher : Unknown
Page : 146 pages
File Size : 45,6 Mb
Release : 1982
Category : Anchorage
ISBN : STANFORD:36105010907785

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Effects of Concrete Types and Loading Conditions on Local Bond-slip Relationships by Andrew D. Cowell,Vitelmo Victorio Bertero,Egor Paul Popov Pdf

Fluid-structure Interactions

Author : James Shaw-Han Kuo
Publisher : Unknown
Page : 136 pages
File Size : 42,7 Mb
Release : 1982
Category : Flood dams and reservoirs
ISBN : STANFORD:36105024172186

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Fluid-structure Interactions by James Shaw-Han Kuo Pdf

Hybrid Modelling of Soil-structure Interaction in Layered Media

Author : Tsair-jyh Tzong,Joseph Penzien
Publisher : Unknown
Page : 162 pages
File Size : 42,6 Mb
Release : 1983
Category : Hybrid computer simulation
ISBN : STANFORD:36105024171832

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Hybrid Modelling of Soil-structure Interaction in Layered Media by Tsair-jyh Tzong,Joseph Penzien Pdf