Tubular Structures IX: Proceedings of the Ninth International Symposium and Euroconference, Dusseldorf, Germany, 3-5 April 2001CRC Press, 1. jan. 2001 - 608 sider A reference for architects and engineers, this work covers themes on architecture, case studies, and the application and strengths of tubular beams. |
Innhold
The enclosure of the New library of the Freie Universität Berlin | 15 |
The MTN Sundome Johannesburg South Africa | 29 |
Applications for High Performance Large Diameter Steel Pipe | 49 |
A study into the fabrication and erection process of SPACES bridges | 65 |
A tubular design for the British Airways London Eye | 81 |
Assessment of the design formulation for overlapped Kjoints proposed in the ISO | 95 |
Developments in Pipe Profiling Technology | 111 |
Experimental evaluation of bolted RHS flangeplate connection design models | 127 |
Stress concentrations in square hollow section joints | 277 |
Fatigue behaviour of Welded Circular Hollow Section CHS joints in bridges | 291 |
Plastic load carrying capacity of rectangular hollow sections under the action of | 311 |
U Hornung H Saal | 331 |
Bending and Compression Tests of ColdFormed Rectangular Hollow Sections | 349 |
High strength grout reinforcement of tubular columns | 369 |
Buckling Resistance of Hollow Sections of Hightensile Steel taking into account | 383 |
Experimental behaviours of steel tubular column bases with base plates combined to | 397 |
FEM evaluation of stiffened longitudinal branch platetoRHS member connections | 145 |
The influence of chord stress on the ultimate strength of axially loaded uniplanar | 165 |
A general strength prediction formulation for axially loaded planar and multiplanar | 185 |
Multiplanar influence on the strength of RHS multiplanar gap KKjoints | 203 |
The Static Design of stiffened and unstiffened CHS Ljoints | 221 |
G Davies J S Owen R B Kelly | 239 |
Fatigue behaviour of thinwalled tubetotube Tjoints under inplane bending | 259 |
A Simple Approach to Hollow Section Truss Girder Design | 415 |
Height optimization of a triangular CHS truss using an improved cost function | 429 |
Performance of high strength concrete filled steel columns at ambient and elevated | 445 |
The Performance in Fire of Fully Utilised Concrete Filled SHS Columns with | 461 |
The further Development | 475 |
Vanlige uttrykk og setninger
analysis angle axial load beam flange behaviour bending bolts bracing members buckling buckling length calculated chord chord member chord stress CIDECT column components compression concrete filled crack curves deformation limit diameter effect elastic Engineering equation Eurocode experimental failure modes fatigue finite element finite element analysis flange formulae frame geometric grout Herion eds hollow section Hollow Structural Sections imperfections increase ISBN 90 joint strength length material maximum mesh method multiplanar N/mm² nodes numerical offshore parameters predicted purlin Puthli & Herion ratio rectangular hollow sections reduced reinforcement rotation capacity S-N curve shown in Figure slenderness Steel Structures stiffening plate stiffness stress concentration structural steel Swets & Zeitlinger T-joints Table temperature tensegrity tensile tension test results test specimen tion truss tubular joints Tubular Structures ultimate strength University of Karlsruhe values wall thickness Wardenier weld width yield strength yield stress