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Development of an ACIP pile-specific load-displacement model

Creator:: Adami, Nasim
Abstract:: Augered cast-in-place piles, also known as ACIP piles, have been used for more than seven decades in the United States and have gained in popularity due to their relatively quick installation and cost-effectiveness. Owing to the reduced impact on the neighboring environment as compared to some other deep foundation installation...
Resource Type:: Masters Thesis
Full Text:: Development of an ACIP Pile-Specific Load-Displacement Model

Stresses induced in a sandwich panel by load applied at an insert

Creator:: Youngquist, W. G., Kuenzi, Edward W., and Forest Products Laboratory (U.S.)
Abstract:: This report is one of a series issued in cooperation with the Air Force-Navy-Civil Subcommittee on Aircraft Design Criteria under the supervision of the Aircraft Committee of the Munitions Board. Information reviewed and reaffirmed 1960. Original report issued March 1955.
Resource Type:: Technical Report
Full Text:: STRESSES INDIUM IN A SANUIVICE PANEL ITY LOAD APPLIED AT AN INSERT

Simply supported sandwich beam : a nonlinear theory

Creator:: Forest Products Laboratory (U.S.) and Zahn, John J.
Resource Type:: Technical Report
Full Text:: load and the results are shown in a series of curves. Numerical work was performed with the aid of

Supplement to deflection and stresses in a uniformly loaded, simply supported, rectangular sandwich plate : experimental verification of theory

Creator:: Lewis, Wayne C., 1914- and Forest Products Laboratory (U.S.)
Abstract:: This report is one of a series issued in cooperation with the ANC-23 Panel on Sandwich Construction of the Departments of the Air Force, Navy, and Commerce. Information reviewed and reaffirmed 1962. Original report issued December 1956.
Resource Type:: Technical Report
Full Text:: veri- fication of the mathematical derivations presented in Report 1847. Panels 20 by 20 and 20 by 30

Deflection and stresses in a uniformly loaded, simply supported, rectangular sandwich plate

Creator:: Forest Products Laboratory (U.S.) and Raville, Milton E.
Abstract:: This report is one of a series issued in cooperation with the ANC-23 Panel on Sandwich Construction of the Departments of the Air Force, Navy, and Commerce. Information reviewed and reaffirmed September 1962. Original report dated December 1955.
Resource Type:: Technical Report
Full Text:: . 1847 orthotropic core. The core is considered to have such a small load- carrying capacity in the

Transfer of longitudinal load from one facing of a sandwich panel to the other by means of shear in the core

Creator:: Forest Products Laboratory (U.S.), Norris, Charles, B. (Charles Brazer), 1894-, and Boller, Kenneth H.
Abstract:: This report is one of a series issued in cooperation with the ANC-23 panel on sandwich construction of the departments of the Air Force, Navy, and Commerce. Information reviewed and reaffirmed 1960. Original report issued April 1955.
Resource Type:: Technical Report
Full Text:: LOAD FROM ONE FACING OF A SANDWICH PANEL TO THE OTHER BY MEANS OF SHEAR IN THE CORE! By CHARLES B

Critical loads of a rectangular, flat sandwich panel subjected to two direct loads combined with a shear load

Creator:: Forest Products Laboratory (U.S.), Norris, Charles, B. (Charles Brazer), 1894-, and Kommers, William J.
Abstract:: Information reviewed and reaffirmed 1958. Original report issued June 1952.
Resource Type:: Technical Report
Full Text:: TWO DIRECT LOADS COMBINED WITH A SHEAR LOAD No. 1833 June 1952 INFORMATION REVIEWED AND REAFFIRMED

The bending of a circular sandwich plate under normal load

Creator:: Ericksen, Wilhelm S. and Forest Products Laboratory (U.S.)
Abstract:: This report is one of a series issued in cooperation with the Air Force-Navy-Civil Subcommittee on Aircraft Design Criteria under the supervision of the Aircraft Committee of the Munitions Board. Information reviewed and reaffirmed 1960. Revised June 1953.
Resource Type:: Technical Report
Full Text:: Wisconsin THE BENDING OF A CIRCULAR SANDWICH 1 2PANEL UNDER NORMAL LOAD— By WILHELM S ERICKSEN

Light-frame versus timber frame : a study in quantifying the differences

Creator:: Malone, Brian P.
Abstract:: The objective of this study was to compare light wood framing and traditional timber framing quantitatively through environmental impact assessment and load path analysis. This research was inspired by a traditional timber frame structure constructed in Vermont in 2011, and the design of structures considered within reflect the general characteristics...
Resource Type:: Masters Thesis
Full Text:: through environmental impact assessment and load path analysis. This research was inspired by a

Practical modeling for load paths in a realistic, light-frame wood house

Creator:: Pfretzschner, Kathryn S.
Abstract:: The objective of this study was to develop and validate practical modeling methods for investigating load paths and system behavior in a realistic, light-frame wood structure. The modeling methods were validated against full-scale tests on subassemblies and an L-shaped house. The model of the L-shaped house was then modified and...
Resource Type:: Masters Thesis
Full Text:: ................................................... 123 APPENDIX I: MODEL VARIATIONS USED IN UPLIFT AND WIND LOAD INVESTIGATIONS

ScholarsArchive@OSU

Development of an ACIP pile-specific load-displacement model

Stresses induced in a sandwich panel by load applied at an insert

Simply supported sandwich beam : a nonlinear theory

Supplement to deflection and stresses in a uniformly loaded, simply supported, rectangular sandwich plate : experimental verification of theory

Deflection and stresses in a uniformly loaded, simply supported, rectangular sandwich plate

Transfer of longitudinal load from one facing of a sandwich panel to the other by means of shear in the core

Critical loads of a rectangular, flat sandwich panel subjected to two direct loads combined with a shear load

The bending of a circular sandwich plate under normal load

Light-frame versus timber frame : a study in quantifying the differences

Practical modeling for load paths in a realistic, light-frame wood house

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