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Articles 5941 - 5970 of 7869
Full-Text Articles in Civil and Environmental Engineering
Deflections For Composite Steel Deck Floors, Max L. Porter, W. B. Lamport
Deflections For Composite Steel Deck Floors, Max L. Porter, W. B. Lamport
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Long-Spanning Composite Members With Steel Decking, Mark Patrick
Long-Spanning Composite Members With Steel Decking, Mark Patrick
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
New Standards For Cold-Formed Steel Deck With Concrete, Max L. Porter
New Standards For Cold-Formed Steel Deck With Concrete, Max L. Porter
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
A Review Of Composite Slab Design, Howard D. Wright, H. Roy Evans
A Review Of Composite Slab Design, Howard D. Wright, H. Roy Evans
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Stability Of Arched Roof Made Of Profiled Steel Sheeting, Pentti Makelainen, Juha Hyvarinen
Stability Of Arched Roof Made Of Profiled Steel Sheeting, Pentti Makelainen, Juha Hyvarinen
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Design Formulas For Biaxially Loaded Thin-Walled Steel Box Columns, N. E. Shanmugam, J. Y. Richard Liew, S. L. Lee
Design Formulas For Biaxially Loaded Thin-Walled Steel Box Columns, N. E. Shanmugam, J. Y. Richard Liew, S. L. Lee
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Development And Verification Of A Structural System Using Cold-Formed Steel Wall Studs, T. Bond, E. R. Digirolamo, Teoman Pekoz
Development And Verification Of A Structural System Using Cold-Formed Steel Wall Studs, T. Bond, E. R. Digirolamo, Teoman Pekoz
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Effect Of Strain Rate On Cold-Formed Steel Stub Columns, Maher Kassar, Wei-Wen Yu
Effect Of Strain Rate On Cold-Formed Steel Stub Columns, Maher Kassar, Wei-Wen Yu
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
A Simple Semi-Analytical, Semi-Numerical Approach To Thin-Walled Structures Stability Problems, J. Rhodes, P. W. Khong
A Simple Semi-Analytical, Semi-Numerical Approach To Thin-Walled Structures Stability Problems, J. Rhodes, P. W. Khong
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Studies On The Behavior Of Cold-Formed Steel Wall Stud Assemblies, Thomas H. Miller, Teoman Pekoz
Studies On The Behavior Of Cold-Formed Steel Wall Stud Assemblies, Thomas H. Miller, Teoman Pekoz
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
A Model For The Behavior Of Thin-Walled Flexural Members Under Concentrated Loads, Monique Bakker, Jan W. B. Stark, Teoman Pekoz
A Model For The Behavior Of Thin-Walled Flexural Members Under Concentrated Loads, Monique Bakker, Jan W. B. Stark, Teoman Pekoz
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Web Crippling Of Wide Deck Sections, Jiri Studnicka
Web Crippling Of Wide Deck Sections, Jiri Studnicka
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Behaviour Of Channel Beams With Unbraced Compression Flanges, J. Rhodes, L. K. Seah
Behaviour Of Channel Beams With Unbraced Compression Flanges, J. Rhodes, L. K. Seah
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Experimental Study On The Lateral Buckling Behaviour Of Cold-Formed Beams, Venkatakrishnan Kalyanaraman, A. C.R. Djugash
Experimental Study On The Lateral Buckling Behaviour Of Cold-Formed Beams, Venkatakrishnan Kalyanaraman, A. C.R. Djugash
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Asce Lrfd Method For Stainless Steel Structures, Shin-Hua Lin, Wei-Wen Yu, T. V. Galambos
Asce Lrfd Method For Stainless Steel Structures, Shin-Hua Lin, Wei-Wen Yu, T. V. Galambos
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Lateral Torsional Buckling Strength Of Doubly Symmetric Stainless Steel Beams, P. Van Der Merwe, M. L. Van Wyk, G. J. Van Den Berg
Lateral Torsional Buckling Strength Of Doubly Symmetric Stainless Steel Beams, P. Van Der Merwe, M. L. Van Wyk, G. J. Van Den Berg
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Moment-Rotation Characteristics Of Purlin Connections, D. B. Moore
Moment-Rotation Characteristics Of Purlin Connections, D. B. Moore
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Tubular T-Joints Subject To Combined Actions, Xiao-Ling Zhao, Gregory J. Hancock
Tubular T-Joints Subject To Combined Actions, Xiao-Ling Zhao, Gregory J. Hancock
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Bending Behaviour Of Double-C Thin Walled Beams, A. Demartino, A. Ghersi, Federico M. Mazzolani
Bending Behaviour Of Double-C Thin Walled Beams, A. Demartino, A. Ghersi, Federico M. Mazzolani
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
A Comparison Of Finite Element Nonlinear Analyses With Tests Of Stressed Arch Frames, Murray J. Clarke, Gregory J. Hancock
A Comparison Of Finite Element Nonlinear Analyses With Tests Of Stressed Arch Frames, Murray J. Clarke, Gregory J. Hancock
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Current Research On Cold-Formed Steel Structures, George E. Blandford
Current Research On Cold-Formed Steel Structures, George E. Blandford
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Center For Cold-Formed Steel Structures, Albert L. Johnson
Center For Cold-Formed Steel Structures, Albert L. Johnson
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
New Czechoslovak Standard For Cold-Formed Steel Structures, Jiri Studnicka
New Czechoslovak Standard For Cold-Formed Steel Structures, Jiri Studnicka
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Ccfss News August 1990, Wei-Wen Yu Center For Cold-Formed Steel Structures
Ccfss News August 1990, Wei-Wen Yu Center For Cold-Formed Steel Structures
CCFSS Newsletters (1999 - 2008)
No abstract provided.
Load And Resistance Factor Design Of Cold-Formed Steel Reliability Based Criteria For Cold-Formed Steel Members, Ling-En Hsiao, Wei-Wen Yu, Theodore V. Galambos
Load And Resistance Factor Design Of Cold-Formed Steel Reliability Based Criteria For Cold-Formed Steel Members, Ling-En Hsiao, Wei-Wen Yu, Theodore V. Galambos
CCFSS Library (1939 - present)
In the design of steel buildings, the "Allowable Stress Design (ASD)" method has long been used for cold-formed steel structural members in the United States and other countries. In this approach, member forces, or moments, determined on the basis of working loads should not exceed the allowable values. The allowable value is used to prevent the possible structural failure by using an appropriate factor of safety selected primarily on the basis of engineering judgment and long-time experience. Recently, in the United States, the concepts of risk and reliability analysis have been successfully applied to the Load and Resistance Factor Design …
Design Of Automotive Structural Components Using High Strength Sheet Steels Effect Of Strain Rate On Material Properties Of Sheet Steels And Structural Strengths Of Cold-Formed Steel Members, Maher Kassar, Wei-Wen Yu
Design Of Automotive Structural Components Using High Strength Sheet Steels Effect Of Strain Rate On Material Properties Of Sheet Steels And Structural Strengths Of Cold-Formed Steel Members, Maher Kassar, Wei-Wen Yu
CCFSS Library (1939 - present)
In structural design, the material properties of steels and the strengths of cold-formed steel members are affected by strain rate. Two subjects were investigated experimentally and analytically in this study. They are 1) effect of strain rate on mechanical properties of sheet steels in tension and compression, and 2) structural strengths of stub columns and beams subjected to dynamic loads. Three sheet steels with nominal yield strengths ranging from 35 to 100 ksi were studied under different strain rates. A total of 124 tensile coupons and 54 compressive coupons were tested in this phase of study. The structural strengths of …
Design Of Automotive Structural Components Using High Strength Sheet Steels Structural Strengths Of Cold-Formed Steel Members Under Dynamic Loads, Maher Kassar, Wei-Wen Yu
Design Of Automotive Structural Components Using High Strength Sheet Steels Structural Strengths Of Cold-Formed Steel Members Under Dynamic Loads, Maher Kassar, Wei-Wen Yu
CCFSS Library (1939 - present)
INTRODUCTION Since May 1988, the research project on automotive components sponsored by American Iron and Steel Institute (AISI) at University of Missouri-Rolla (UMR) has been concentrated on a study of the effect of strain rate on mechanical properties of sheet steels and the structural behavior and strength of cold-formed steel members subjected to impact loads. The results of the static and dynamic tensile mechanical properties of three selected sheet steels in the virgin condition as well as for the steels subjected to different amount of cold stretchings, were established in 1988 and early 1989. Details of the tension coupon tests …
Tests Of Full Scale Brick Veneer Steel Stud Walls To Determine Strength And Rain Penetration Characteristics, Michael J. Wilson, A. S. Essawy, A. Kluge
Tests Of Full Scale Brick Veneer Steel Stud Walls To Determine Strength And Rain Penetration Characteristics, Michael J. Wilson, A. S. Essawy, A. Kluge
CCFSS Library (1939 - present)
The design, construction and physical testing of five full scale (2.75 m x 5.2 m) brick veneer rain screen wall specimens are reported. Also, the documentation of the design and fabrication of a new test apparatus and of the development of test procedures are major components of the report. The test program included sequences of air pressure loading stages both with and without simulated rain to establish both the structural and rain penetration performances of the test walls. The test walls included four brick veneer/steel stud specimens and one brick veneer/concrete block specimen. Additional tests were performed on bricks, mortar …
Seal Forces In Structural Glazing Systems, C. V.Girija Vallabhan, Gee D. Chou, Joseph E. Minor
Seal Forces In Structural Glazing Systems, C. V.Girija Vallabhan, Gee D. Chou, Joseph E. Minor
Civil, Architectural and Environmental Engineering Faculty Research & Creative Works
Silicone sealants are used as structural connections between the two glass plates in an insulating glass (IG) unit and between the IG unit and the supporting mullion. These connections become an integral part of the entire glazing system, worthy of attention by structural design engineers. Since the behavior of IG units subjected to lateral pressures, such as wind, is highly nonlinear, von Karman plate equations are employed in the mathematical model developed here. Also, since the two thin glass plates are separated by a sealed air space, a complex interaction occurs between the trapped air space and the glass plates. …
Aisi Lrfd Method For Cold-Formed Steel Structural Members, Ling En Hsiao, Wei-Wen Yu, Theodore V. Galambos
Aisi Lrfd Method For Cold-Formed Steel Structural Members, Ling En Hsiao, Wei-Wen Yu, Theodore V. Galambos
Civil, Architectural and Environmental Engineering Faculty Research & Creative Works
In the design of steel buildings, the allowable stress design (ASD) method has long been used for cold-formed steel structural members in the United States Recently, the load and resistance factor design (LRFD) criteria have been developed for steel buildings using hot-rolled shapes and built-up members fabricated from steel plates In order to develop load and resistance factor design (LRFD) criteria for cold-formed steel structural members, a joint research project is conducted at the University of Missouri-Rolla, Washington University, and the University of Minnesota under the sponsorship of the American Iron and Steel Institute Based on the 1986 edition of …