Linearly Elastic Analysis of Plane Frames Subjected to Complex Loading Conditions

Hays, Clifford O.; Matlock, Hudson; University of Texas at Austin. Center for Highway Research

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ROSA P serves as an archival repository of USDOT-published products including scientific findings, journal articles, guidelines, recommendations, or other information authored or co-authored by USDOT or funded partners. As a repository, ROSA P retains documents in their original published format to ensure public access to scientific information.

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Linearly Elastic Analysis of Plane Frames Subjected to Complex Loading Conditions

1971-06-01
By Hays, Clifford O. ; Matlock, Hudson

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Details:

Creators:

Hays, Clifford O. ; Matlock, Hudson

Hays, Clifford O. ; Matlock, Hudson Less -
Corporate Creators:

University of Texas at Austin. Center for Highway Research
Corporate Contributors:

Texas Highway Department ; United States. Department of Transportation. Federal Highway Administration

Texas Highway Department ; United States. Department of Transportation. Federal Highway Administration Less -
Subject/TRT Terms:

[+]

Analysis Computer Programming Discrete Element Method Frame Analysis Frames Matrices (Mathematics) Matrix Analysis Plane Frames Soil Structure Interaction Structural Engineering
Publication/ Report Number:

56-21 ; 3-5-63-56

56-21 ; 3-5-63-56 Less -
Resource Type:

Tech Report
Geographical Coverage:

United States
Corporate Publisher:

University of Texas at Austin. Center for Highway Research
Abstract:

A computer program for the direct linearly elastic analysis of complex bridge bents and other highway structures has been developed and is reported herein. Rigid frames, trusses, continuous beams, and other planar structures may be analyzed using the program. The beam-column model previously reported has been modified so that loads and restraints may act both normal and parallel to the members of the frame. This allows the designer to consider vertical or inclined piles as an integral part of the frame, even if the pile is supported by lateral and axial soil restraints.
Format:

PDF
Collection(s):

US Transportation Collection
Main Document Checksum:

[+]

urn:sha-512:af6972097efdd45af88817afd71b04c42781f961eceb76072c6fc505183a736e9ac78213921d26291009b07ccce5dfe546ee2c1fe0daef19cdf774b68336f4b7
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https://rosap.ntl.bts.gov/view/dot/80931/dot_80931_DS1.pdf
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Linearly Elastic Analysis of Plane Frames Subjected to Complex Loading Conditions

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