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Articles 5911 - 5940 of 7869
Full-Text Articles in Civil and Environmental Engineering
A Model For Predicting Liquefaction Induced Displacement, Peter M. Byrne
A Model For Predicting Liquefaction Induced Displacement, Peter M. Byrne
International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics
A simple model for predicting liquefaction induced displacement is presented. The method is based on a single-degree-of-freedom system that incorporates the post-liquefaction stress-strain response of sand. The key parameters are the residual strength and the limiting shear strain, and considerable data presently exists on these two parameters from correlation with SPT (N1)60 values. Based on this data, liquefaction induced displacements from the model are compared with both field and laboratory measurements. The model predictions are found to be in excellent agreement with the measurements and indicate that liquefaction induced displacements are very sensitive to the density or …
A New Approach For Evaluating Stability And Deformation Of Earthstructure In Earthquake, Kuniaki Karaki, Akira Hirotani, Sadao Goto, Nobuyuki Yoshida
A New Approach For Evaluating Stability And Deformation Of Earthstructure In Earthquake, Kuniaki Karaki, Akira Hirotani, Sadao Goto, Nobuyuki Yoshida
International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics
A new procedure for determining the shear strength of sand for slope stability analysis. An earthquake is proposed together with a simplified procedure for predicting deformation in earthquake. The proposed method is based on the advanced total stress method and uses undrained strength of sand with consideration on strength anisotropy. Soil parameters required in the use of proposed method as well as for deformation prediction are indicated and then results of stability and deformation analyses with the proposed method are presented for a revetment constructed on a silty sand on Tokyo Bay together with 1) field and laboratory tests results, …
Preliminary Design Guide For Cold-Formed C- And Z-Members, Committee On Specifications For The Design Of Cold-Formed Steel Structural Members
Preliminary Design Guide For Cold-Formed C- And Z-Members, Committee On Specifications For The Design Of Cold-Formed Steel Structural Members
American Iron and Steel Institute (AISI) Specifications, Standards, Manuals and Research Reports (1946 - present)
No abstract provided.
Effect Of Flange Restraint On Web Crippling Strength, Roger A. Laboube, Wei-Wen Yu, Bhavnesh H. Bhakta
Effect Of Flange Restraint On Web Crippling Strength, Roger A. Laboube, Wei-Wen Yu, Bhavnesh H. Bhakta
CCFSS Library (1939 - present)
INTRODUCTION The web crippling limit states equations given in the AISI Specification were primarily developed based on the results in which the flange was not attached to the support beams. This may not accurately represent field practice, since flanges are typically fastened by bolts or welds to their support beam. Due to these fasteners, the Specification equations may be underestimating the web crippling strength of the member. Therefore, a pilot study was proposed to study the behavior of webs, and the load carrying capacity of the webs with restrained flanges.
Ccfss News February 1991, Wei-Wen Yu Center For Cold-Formed Steel Structures
Ccfss News February 1991, Wei-Wen Yu Center For Cold-Formed Steel Structures
CCFSS Newsletters (1999 - 2008)
No abstract provided.
Lrfd Cold-Formed Steel Design Manual, American Iron And Steel Institute
Lrfd Cold-Formed Steel Design Manual, American Iron And Steel Institute
American Iron and Steel Institute (AISI) Specifications, Standards, Manuals and Research Reports (1946 - present)
No abstract provided.
Web Crippling Behavior Of Sections With Web Openings, Wei-Wen Yu, James E. Langan, Roger A. Laboube
Web Crippling Behavior Of Sections With Web Openings, Wei-Wen Yu, James E. Langan, Roger A. Laboube
CCFSS Library (1939 - present)
No abstract provided.
Instability And Collapse Behavior Of A Seismic Structure, Franklin Y. Cheng, Jeng Fuh Ger
Instability And Collapse Behavior Of A Seismic Structure, Franklin Y. Cheng, Jeng Fuh Ger
Civil, Architectural and Environmental Engineering Faculty Research & Creative Works
The collapse behavior of a 22-story steel building during the September 19, 1985, Mexico earthquake is investigated by studying hysteretic behavior, ductility factors of individual structural components, and overall instability of the building. The hysteresis models for truss-type girders, bracing members, and box columns to be used in the inelastic analysis of this building are developed. A series of inelastic analyses have been performed for the building by using the multicomponent seismic input of actual Mexico City earthquake records. It was found that the structural response exceeds the original design ductility of this building because most girders in the building …
Uplift Capacity Of Z-Purlins, Roger A. Laboube
Uplift Capacity Of Z-Purlins, Roger A. Laboube
Civil, Architectural and Environmental Engineering Faculty Research & Creative Works
Roof systems constructed using cold-formed steel components, i.e., Z-shaped purlins and interconnected roof panels, have become a very popular form of construction. This roof system is used extensively for single-story commercial and industrial buildings in the United States. The popularity of cold-formed steel members is due in part to their superior gravity load strength-to-weight ratio; however, because of their relatively light weight, a cold-formed member is very susceptible to wind uplift loading. The design specification in the United States for cold-formed steel construction does not provide a comprehensive analytical solution to the problem of wind uplift strength of a cold-formed …
Cold-Formed Steel Z-Sections With Sloping Edge Stiffness Under Axial Load, Roger A. Laboube
Cold-Formed Steel Z-Sections With Sloping Edge Stiffness Under Axial Load, Roger A. Laboube
Civil, Architectural and Environmental Engineering Faculty Research & Creative Works
No abstract provided.
Design Of Automotive Structural Components Using High Strength Sheet Steels Structural Strength Of Cold-Formed Steel Members Under Dynamic Loads, Chi-Ling Pan, Wei-Wen Yu
Design Of Automotive Structural Components Using High Strength Sheet Steels Structural Strength Of Cold-Formed Steel Members Under Dynamic Loads, Chi-Ling Pan, Wei-Wen Yu
CCFSS Library (1939 - present)
INTRODUCTION During recent years, more economic and lighter vehicles have been produced by automotive manufacturers because of the high cost of fuel. High strength sheet steels have been favorably used to accomplish the construction of such automobiles. One source of the design information for using sheet steels is provided in the AISI Automotive Steel Design Manual 1. In view of the fact that material properties and stress-strain relationships of sheet steels can be influenced by the strain rate, the material properties of three different sheet steels (35XF, 50XF, and 100XF) have been studied at University of Missouri-Rolla. This study involved …
Cold-Formed Steel Products In Material Handling System Projects: Indian Experience, Manhar C. Thakkar
Cold-Formed Steel Products In Material Handling System Projects: Indian Experience, Manhar C. Thakkar
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
A Study Of Cold-Formed Z-Section Steel Members Under Axial Loading, Rene W. Purnadi, John L. Tassoulas, Dimos Polyzois
A Study Of Cold-Formed Z-Section Steel Members Under Axial Loading, Rene W. Purnadi, John L. Tassoulas, Dimos Polyzois
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Pull-Over Strength Of Screws In Simulated Building Tests, Duane S. Ellifritt, Robert Burnette
Pull-Over Strength Of Screws In Simulated Building Tests, Duane S. Ellifritt, Robert Burnette
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Optimal Orientation Of Corrugations In Beam Webs, Vladislav Belyaev, Tatyana Mikhailova
Optimal Orientation Of Corrugations In Beam Webs, Vladislav Belyaev, Tatyana Mikhailova
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
A Numerical Model For Fire-Exposed Composite Steel/Concrete Slabs, Ralph Hamerlinck, Leen Twilt, Jan W. B. Stark
A Numerical Model For Fire-Exposed Composite Steel/Concrete Slabs, Ralph Hamerlinck, Leen Twilt, Jan W. B. Stark
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Strength Of Composite Slabs, Craig Steven Young, W. Samuel Easterling
Strength Of Composite Slabs, Craig Steven Young, W. Samuel Easterling
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Strength Evaluation Of Strut-Purlins, Gerald L. Hatch, W. Samuel Easterling, Thomas M. Murray
Strength Evaluation Of Strut-Purlins, Gerald L. Hatch, W. Samuel Easterling, Thomas M. Murray
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Effective Width In Elastic Post-Buckling Of Thin Flanges, Robert W. Dannemann
Effective Width In Elastic Post-Buckling Of Thin Flanges, Robert W. Dannemann
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
A Method For Determining The Strength Of Z- And C-Purlin Supported Standing Seam Roof Systems, Steven D. Brooks, Thomas M. Murray
A Method For Determining The Strength Of Z- And C-Purlin Supported Standing Seam Roof Systems, Steven D. Brooks, Thomas M. Murray
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Tests Of Purlins With Screw Fastened Sheeting Under Wind Uplift, P. N. Georgiou, N. L. Ings, Michael Celeban, Gregory J. Hancock, Chris Healy
Tests Of Purlins With Screw Fastened Sheeting Under Wind Uplift, P. N. Georgiou, N. L. Ings, Michael Celeban, Gregory J. Hancock, Chris Healy
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Wide Lips - A Problem With The 1986 Aisi Code, Christopher T. Willis, Benjamin J. Wallace
Wide Lips - A Problem With The 1986 Aisi Code, Christopher T. Willis, Benjamin J. Wallace
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
The Effect Of Workhardening And Residual Stresses Due To Cold Work Of Forming On The Strength Of Cold-Formed Stainless Steel Lipped Channel Sections, P. Van Der Merwe, J. S. Coetsee, G. J. Van Den Berg
The Effect Of Workhardening And Residual Stresses Due To Cold Work Of Forming On The Strength Of Cold-Formed Stainless Steel Lipped Channel Sections, P. Van Der Merwe, J. S. Coetsee, G. J. Van Den Berg
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Stainless Steel Tubular Columns - Tests And Design, Gregory J. Hancock, Kim J. R. Rasmussen
Stainless Steel Tubular Columns - Tests And Design, Gregory J. Hancock, Kim J. R. Rasmussen
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
The 1989 Addendum To The Aisi Specification, S. J. Errera
The 1989 Addendum To The Aisi Specification, S. J. Errera
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Main Features Of The P.R.C. Specification, Gbj18-87, Zhong-Quan Zhang
Main Features Of The P.R.C. Specification, Gbj18-87, Zhong-Quan Zhang
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Safety Indexes For Shear-Bond Failure Of Composite Slabs, Laurence A. Mccuaig, R. M. Schuster
Safety Indexes For Shear-Bond Failure Of Composite Slabs, Laurence A. Mccuaig, R. M. Schuster
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Uplift Behavior Of Purlin Systems Having Discrete Braces, Roger A. Laboube, M. Golovin
Uplift Behavior Of Purlin Systems Having Discrete Braces, Roger A. Laboube, M. Golovin
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
Design Of Cold-Formed Steel Screw Connections, Teoman Pekoz
Design Of Cold-Formed Steel Screw Connections, Teoman Pekoz
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.
The Analysis Of Composite Slabs With Profiled Sheeting Using A Computer Based Semi-Empirical Partial Interaction Approach, Byron J. Daniels, David O'Leary, Michel Crisinel
The Analysis Of Composite Slabs With Profiled Sheeting Using A Computer Based Semi-Empirical Partial Interaction Approach, Byron J. Daniels, David O'Leary, Michel Crisinel
CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018)
No abstract provided.