Design procedure of GFRP-infill panels to improve the strength of steel-frame structures

2015 ◽  
Vol 120 ◽  
pp. 262-274 ◽  
Author(s):  
Minho Kwon ◽  
Jinsup Kim ◽  
Wooyoung Jung ◽  
Hyunsu Seo
Keyword(s):  
Design Procedure ◽  
Steel Frame ◽  
Frame Structures ◽  
Infill Panels ◽  
Steel Frame Structures

Study on Seismic Designs Controlling Locations of Failure Inside Steel Frame Structures Under Severe Ground Motions

2019 ◽  
Author(s):  
Kensuke Shiomi
Keyword(s):  
Failure Mode ◽  
Seismic Performance ◽  
Power Plants ◽  
Ground Motions ◽  
Thermal Power ◽  
Design Procedure ◽  
Steel Frame ◽  
Shaking Table ◽  
Frame Structures ◽  
Steel Frame Structures

Abstract For steel frame infrastructure facilities like thermal power plants, storage facilities or port facilities, the more advanced seismic performance is needed which not only prevent major damages against assumed design ground motions but also result in the “desirable failure mode” that concerns the recovery works or prevent from resulting in catastrophic failure mode, even under severe ground motions beyond design assumptions in which occurrence of some damages in structures are inevitable. “Seismic structures which can control the locations of failure of structural members inside structures” is one of the examples of this seismic performance. By adding this performance to steel frame structures at the stage of seismic design, the high resilience structures which concern recovery works after earthquakes can be realized. In this research, a basic study on the seismic performance which controls the locations of fractures of steel frame members by adjusting the cross sections of each structural member was carried out. The analytical studies about the design procedure to realize this seismic performance were conducted. Then, by conducting the shaking table tests for simple steel frame structures and confirming the location of fractures under dynamic loads, the possibility of this seismic performance was discussed experimentally.

A robust predictive model for base shear of steel frame structures using a hybrid genetic programming and simulated annealing method

2011 ◽  
Vol 20 (8) ◽  
pp. 1321-1332 ◽  
Author(s):  
Pejman Aminian ◽  
Mohamad Reza Javid ◽  
Abazar Asghari ◽  
Amir Hossein Gandomi ◽  
Milad Arab Esmaeili
Keyword(s):  
Simulated Annealing ◽  
Genetic Programming ◽  
Predictive Model ◽  
Steel Frame ◽  
Frame Structures ◽  
Base Shear ◽  
Simulated Annealing Method ◽  
Steel Frame Structures ◽  
Annealing Method

Modeling of steel frame structures in fire using OpenSees

2013 ◽  
Vol 118 ◽  
pp. 90-99 ◽  
Author(s):  
Jian Jiang ◽  
Asif Usmani
Keyword(s):  
Steel Frame ◽  
Frame Structures ◽  
Steel Frame Structures ◽  
In Fire
Sign in / Sign up

Export Citation Format

Share Document