2020 Vol. 35, No. 4
Display Method:
2020, 35(4): 1-10.
doi: 10.13206/j.gjgS20051202
Abstract:
Transmission tower is an important load-bearing facility of transmission line, and its safety is directly related to the normal operation of the national grid and transmission line. Wind-induced response of transmission towers is mainly studied by fi...
Transmission tower is an important load-bearing facility of transmission line, and its safety is directly related to the normal operation of the national grid and transmission line. Wind-induced response of transmission towers is mainly studied by fi...
2020, 35(4): 19-27.
doi: 10.13206/j.gjgS19102901
Abstract:
Steel-concrete composite beams with corrugated webs have higher bearing capacity than traditional composite beams.In this paper, ABAQUS finite element method is used to established the corrugated web under the high temperature thermal-mechanical coup...
Steel-concrete composite beams with corrugated webs have higher bearing capacity than traditional composite beams.In this paper, ABAQUS finite element method is used to established the corrugated web under the high temperature thermal-mechanical coup...
2020, 35(4): 28-38.
doi: 10.13206/j.gjgS20010803
Abstract:
The reciprocal structure has a long history, which has attracted the attention of the academic and engineering circles due to its advantages of simple node, convenient construction and beautiful shape. However, the existence of a large number of geom...
The reciprocal structure has a long history, which has attracted the attention of the academic and engineering circles due to its advantages of simple node, convenient construction and beautiful shape. However, the existence of a large number of geom...
2020, 35(4): 39-49.
doi: 10.13206/j.gjgS20041302
Abstract:
Design methods of centrally loaded member for AISC 360-16 are explained and comparison is make between AISC 360-16 and GB 50017-2017. Design considerations and differences of flexure buckling, torsion buckling and flexure-torsion buckling for two cou...
Design methods of centrally loaded member for AISC 360-16 are explained and comparison is make between AISC 360-16 and GB 50017-2017. Design considerations and differences of flexure buckling, torsion buckling and flexure-torsion buckling for two cou...