The Response of Beam-Columns Subjected to Dynamic Lateral Loads

Part 2 Final Report

Baron, M.J.
Siess, C.P.

June 1956

The Ohio River Division LaboratoriesCorps of Engineers, U.S. ArmyContract DA-33-0l7-CIVENG-56-

Final Report for the Period 1 July 1954 to 30 June 1955

Brooks, N.B.
Marsh, D.L.

January 1955

Physical Vulnerability Division. Directorate of Intelligence. U.S. Air Force.Contract AF 33(600)-249...

An Experimental Study of a Reinforced Concrete Two-Way Floor Slab with Shallow Beams

Vanderbilt, M.D.
Sozen, M.A.
Siess, C.P.

October 1961

Reinforced Concrete Research CouncilOffice of the Chief of Engineers, U.S. Army, Contract DA-49-129-...

Response of Model Frames Subjected to Dynamic Lateral Loads

Wilkinson, C.L.
Howland, F.L.

June 1955

Wright Air Force Development Center. United States Air Force.Contract No. AF 33(616)-170Expenditure ...

The Response of Beam-Columns Subjected to Dynamic Lateral Loads

Wojcieszak, R.F.
Howland, F.L.

June 1955

Wright Air Force Development Center. United States Air Force.Contract No. AF 33(616)-170Expenditure ...

Slow and Rapid Lateral Loading Tests of Simply Supported Beams and Beam-Columns

Wojcieszak, R.F.
Massard, J.M.

February 1957

Research Directorate, Air Force Special Weapons Center. Kirtland Air Force Base.Project 1080, Task 1...

Inelastic Behavior of Mild Steel Beams Subjected to Transverse Impact

Howland, F.L.

August 1955

Wright Air Force Development Center. United States Air Force.Contract No. AF 33(616)-170Expenditure ...

Notes on the Analysis of Obliquely Loaded Beams in the Inelastic Range

Egger, W.

April 1955

Wright Air Force Development Center. United States Air Force.Contract No. AF 33(616)-170Expenditure ...

Final Report for the Period from 1 September 1954 to 31 August 1955

Howland, F.L.
Egger, W.

September 1955

Wright Air Force Development Center. United States Air Force.Contract No. AF 33(616)-170Expenditure ...

A Study of the Resistance of Model Frames to Dynamic Lateral Load

Mayerjak, R.J.

August 1955

The large deflection resistance (to nearly 30 times the elastic limit deflection) of model frames s...

Shear Deflection of Wide Flange Steel Beams in the Plastic Range

Hall, W.J.

November 1954

Wright Air Force Development Center. United States Air Force.Contract No. AF 33(616)-170Expenditure ...

Strength and Behavior in Shear of Deep Reinforced Concrete Beams Under Static and Dynamic Loading Vol. 2: Strength and Behavior in Shear

dePaiva, H.A.R.
Siess, C.P.

October 1961

Research Directorate, Air Force Special Weapons Center. Kirtland Air Force Base.Contract AF 29(601)-...

Static and Dynamic Load Deflection Tests of Steel Structures

Howland, F.L.
Egger, W.
Mayerjak, R.J.
Munz, R.J.

February 1955

The results of four phases of a study of the resistance of structural steel frames and frame compon...

Inelastic design of load carrying members. 3-5

University of Illinois at Urbana-Champaign. Deptartment of Theoretical and Applied Mechanics

January 1960

Cover title.Issued also as Wright Air Development Division WADD technical report 60-580.Includes bib...

Final Report for the Period from 1 July 1956 to 30 June 1957

Melin, J.W.
Sutcliffe, S.

Physical Vulnerability Division. Directorate of Intelligence. U.S. Air Force.Contract AF33(600)-2499

Part 2 Final Report

Baron, M.J.
Siess, C.P.

June 1956

The Ohio River Division LaboratoriesCorps of Engineers, U.S. ArmyContract DA-33-0l7-CIVENG-56-

Final Report for the Period 1 July 1954 to 30 June 1955

Brooks, N.B.
Marsh, D.L.

January 1955

Physical Vulnerability Division. Directorate of Intelligence. U.S. Air Force.Contract AF 33(600)-249...

An Experimental Study of a Reinforced Concrete Two-Way Floor Slab with Shallow Beams

Vanderbilt, M.D.
Sozen, M.A.
Siess, C.P.

October 1961

Reinforced Concrete Research CouncilOffice of the Chief of Engineers, U.S. Army, Contract DA-49-129-...

Response of Model Frames Subjected to Dynamic Lateral Loads

Wilkinson, C.L.
Howland, F.L.

June 1955

Wright Air Force Development Center. United States Air Force.Contract No. AF 33(616)-170Expenditure ...

The Response of Beam-Columns Subjected to Dynamic Lateral Loads

Wojcieszak, R.F.
Howland, F.L.

June 1955

Wright Air Force Development Center. United States Air Force.Contract No. AF 33(616)-170Expenditure ...

Slow and Rapid Lateral Loading Tests of Simply Supported Beams and Beam-Columns

Wojcieszak, R.F.
Massard, J.M.

February 1957

Research Directorate, Air Force Special Weapons Center. Kirtland Air Force Base.Project 1080, Task 1...

Inelastic Behavior of Mild Steel Beams Subjected to Transverse Impact

Howland, F.L.

August 1955

Wright Air Force Development Center. United States Air Force.Contract No. AF 33(616)-170Expenditure ...

Notes on the Analysis of Obliquely Loaded Beams in the Inelastic Range

Egger, W.

April 1955

Wright Air Force Development Center. United States Air Force.Contract No. AF 33(616)-170Expenditure ...

Final Report for the Period from 1 September 1954 to 31 August 1955

Howland, F.L.
Egger, W.

September 1955

Wright Air Force Development Center. United States Air Force.Contract No. AF 33(616)-170Expenditure ...

A Study of the Resistance of Model Frames to Dynamic Lateral Load

Mayerjak, R.J.

August 1955

The large deflection resistance (to nearly 30 times the elastic limit deflection) of model frames s...

Shear Deflection of Wide Flange Steel Beams in the Plastic Range

Hall, W.J.

November 1954

Wright Air Force Development Center. United States Air Force.Contract No. AF 33(616)-170Expenditure ...

Strength and Behavior in Shear of Deep Reinforced Concrete Beams Under Static and Dynamic Loading Vol. 2: Strength and Behavior in Shear

dePaiva, H.A.R.
Siess, C.P.

October 1961

Research Directorate, Air Force Special Weapons Center. Kirtland Air Force Base.Contract AF 29(601)-...

Static and Dynamic Load Deflection Tests of Steel Structures

Howland, F.L.
Egger, W.
Mayerjak, R.J.
Munz, R.J.

February 1955

The results of four phases of a study of the resistance of structural steel frames and frame compon...

Inelastic design of load carrying members. 3-5

University of Illinois at Urbana-Champaign. Deptartment of Theoretical and Applied Mechanics

January 1960

Cover title.Issued also as Wright Air Development Division WADD technical report 60-580.Includes bib...

Final Report for the Period from 1 July 1956 to 30 June 1957

Melin, J.W.
Sutcliffe, S.

Physical Vulnerability Division. Directorate of Intelligence. U.S. Air Force.Contract AF33(600)-2499

Part 2 Final Report

Baron, M.J.
Siess, C.P.

June 1956

The Ohio River Division LaboratoriesCorps of Engineers, U.S. ArmyContract DA-33-0l7-CIVENG-56-

Final Report for the Period 1 July 1954 to 30 June 1955

Brooks, N.B.
Marsh, D.L.

January 1955

Physical Vulnerability Division. Directorate of Intelligence. U.S. Air Force.Contract AF 33(600)-249...

An Experimental Study of a Reinforced Concrete Two-Way Floor Slab with Shallow Beams

Vanderbilt, M.D.
Sozen, M.A.
Siess, C.P.

October 1961

Reinforced Concrete Research CouncilOffice of the Chief of Engineers, U.S. Army, Contract DA-49-129-...

The Response of Beam-Columns Subjected to Dynamic Lateral Loads

Abstract

Extracted data

The Response of Beam-Columns Subjected to Dynamic Lateral Loads

Abstract

Extracted data

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