TY  - JOUR
AU  - Wang, Maria
TI  - Towards Bolted Steel Frame Connections
JO  - Open Access Journal of Engineering Applications
PY  - 1997
VL  - 21
IS  - 2
SP  - 210
EP  - 229
AB  - Practical experience with steel bridge girders points to bolted steel frame connections as a leading cause of unscheduled downtime. A mathematical model is formulated and solved by time-series analysis for representative configurations of steel bridge girders. The proposed method converged within 2 iterations for every case considered. The results should assist practitioners in avoiding costly overdesign while maintaining adequate safety margins.
KW  - bolted steel frame connections
KW  - time-series analysis
KW  - VLSI design
KW  - catalysis
SN  - 3105-7004
DO  - 10.55555/oajea.1997.2102.012
UR  - https://journal.bsaps.com/article/7429
ER  -