Add to ORKGFour full sized prestressed concrete bridge girders were subjected to static shear strength tests in order to compare the behavior and strength of these girders with the behavior and strength of smaller beams tested in previous investigation at Lehigh University
Thirty-six bolted tests with either circular washers or rectangular filler plates inserted between t...
Presented herein are the results of the tensile calibration of individual ASTM A354 BC, A354 BD, and...
This thesis attempts to show how deformation contributes to wear processes and how deformation is re...
This report presents the results of an extensive theoretical analysis of hybrid steel butt joints fa...
This thesis presents the results and analysis of an experimental investigation to determine the sign...
An analytical investigation is made of the effect of the lateral load distribution factor on the req...
This paper presents a brief theoretical and experimental study of the effects of dynamic loads on pl...
A method is presented for analyzing the elastic-plastic behavior of frames which account for the red...
Microstructural investigations were conducted on undeformed samples of cemented WC-12% Co alloys and...
If the plates in a joint are not initially flat it may not be possible to bring the plates together ...
This report describes an experimental investigation of a precast structural framing system
Ultimate design theory has become a practical reality in the United States with the 1956 Act Buildin...
This reporst summarizes a study to determine the strength and behavior of high strength steel compos...
Objectives of this investigation were to investigate regions of high cycle and threshold fatigue cra...
As part of a pilot study of lateral distribution of live load, 69 crawl runs were conducted on a bri...
Thirty-six bolted tests with either circular washers or rectangular filler plates inserted between t...
Presented herein are the results of the tensile calibration of individual ASTM A354 BC, A354 BD, and...
This thesis attempts to show how deformation contributes to wear processes and how deformation is re...
This report presents the results of an extensive theoretical analysis of hybrid steel butt joints fa...
This thesis presents the results and analysis of an experimental investigation to determine the sign...
An analytical investigation is made of the effect of the lateral load distribution factor on the req...
This paper presents a brief theoretical and experimental study of the effects of dynamic loads on pl...
A method is presented for analyzing the elastic-plastic behavior of frames which account for the red...
Microstructural investigations were conducted on undeformed samples of cemented WC-12% Co alloys and...
If the plates in a joint are not initially flat it may not be possible to bring the plates together ...
This report describes an experimental investigation of a precast structural framing system
Ultimate design theory has become a practical reality in the United States with the 1956 Act Buildin...
This reporst summarizes a study to determine the strength and behavior of high strength steel compos...
Objectives of this investigation were to investigate regions of high cycle and threshold fatigue cra...
As part of a pilot study of lateral distribution of live load, 69 crawl runs were conducted on a bri...
Thirty-six bolted tests with either circular washers or rectangular filler plates inserted between t...
Presented herein are the results of the tensile calibration of individual ASTM A354 BC, A354 BD, and...
This thesis attempts to show how deformation contributes to wear processes and how deformation is re...