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Strength and stability criteria for thin-walled stainless steel circular hollow section members under bending
(ELSEVIER SCI LTD, THE BOULEVARD, LANGFORD LANE, KIDLINGTON, OXFORD OX5 1GB, OXON, ENGLAND, 2005-10)
A series of tests consisting of various cross-section geometries were performed on structural stainless steel circular hollow sections (CHS) subjected to bending. The test program comprised a total of eight tests on CHS ...
Behavior and design of seam-welded stainless steel circular hollow section flexural members
(ASCE-AMER SOC CIVIL ENGINEERS, 1801 ALEXANDER BELL DR, RESTON, VA 20191-4400 USA, 2007-12)
In an experimental study, a series of tests was per-formed on seam-welded structural stainless steel circular hollow sections (CHS) subjected to bending. The test program included various cross section geometries of CHS ...
Effect Of Depth Of Ground Water On The Seismic Response Of Frame Type Buildings On Sand Deposits. Part I: Soil Response
(Springer, Po Box 17, 3300 Aa Dordrecht, Netherlands, 2009)
Earthquake codes often times classify the subsoil based on their shear wave velocities which are mostly calculated based on the situ static conditions. However, it has been shown by various researchers that saturated sands ...
Investigations On The Bearing Strength Of Stainless Steel Bolted Plates Under In-Plane Tension
(Techno-Press, Po Box 33, Yuseong, Daejeon 305-600, South Korea, 2009-04)
This paper presents a study on the behavior and design of bolted stainless steel plates under in-plane tension. Using an experimentally validated finite element (FE) program strength of stainless steel bolted plates under ...
investigation Of The Behavior Of Gusset Plate Welded Slotted Stainless Steel Tubular Members Under Axial Tension
(Crc Press-Taylor & Francis Group, 6000 Broken Sound Parkway Nw, Ste 300, Boca Raton, Fl 33487-2742 USA, 2012-09)
In this paper, an experimental study on the behaviour of slotted end tubular member tension connections in stainless steel is presented. The failure of slotted end tension connections is mostly governed by fracture near ...
Sustainable and Earthquake Resistant Structural Systems
(Crc Press-Taylor & Francis Group, 6000 Broken Sound Parkway Nw, Ste 300, Boca Raton, Fl 33487-2742 Usa, 2010)
Sustainable design, which is one of the most important considerations in any structural design project nowadays, implies many factors such as environmental friendliness, energy competence, functionality, adaptability and ...
Transverse Load Carrying Capacity Of Sinusoidally Corrugated Steel Web Beams With Web Openings
(Techno-Press, Po Box 33, Yuseong, Daejeon 305-600, South Korea, 2010-02)
The present paper presents a Study on the behavior and design of corrugated web steel beams with and without web openings. In the literature, the web opening problem in steel beams was dealt with mostly for steel beams) ...
FE based mode interaction analysis of thin-walled steel box columns under axial compression
(ELSEVIER SCI LTD, THE BOULEVARD, LANGFORD LANE, KIDLINGTON, OXFORD OX5 1GB, OXON, ENGLAND, 2005-06)
This paper presents the Finite Element (FE) analysis based mode interaction analysis of thin-walled steel box columns under axial compression. Earlier theoretical results on the optimum design of axially compressed box ...
Behavior and design of stainless steel tubular member welded end connections
(Techno-Press, Po Box 33, Yuseong, Daejeon 305-600, South Korea, 2014-09)
Among the various alternatives to make a steel tubular member connection, making a slotted and gusset plate welded connection is one of the most frequently preferred alternatives. This type of connection is essentially an ...
Strength of Slotted Stainless Steel Tubular Member Tension Connections
(2010)
In the present study, shear lag induced failure of slotted end tension connections is considered for circular hollow section members in stainless steel. The failure of slotted end tension connections is mostly governed by ...