2024 Vol. 39, No. 12
Display Method:
2024, 39(12): 1-11.
doi: 10.13206/j.gjgS24110501
Abstract:
The performance-based seismic design (PBSD) method transforms the qualitative structural seismic precaution objectives of traditional code-based design methods into multi-level performance objectives which can be quantitatively comalyzed. Based on th...
The performance-based seismic design (PBSD) method transforms the qualitative structural seismic precaution objectives of traditional code-based design methods into multi-level performance objectives which can be quantitatively comalyzed. Based on th...
2024, 39(12): 12-19.
doi: 10.13206/j.gjgS24102901
Abstract:
The applications of performance-based design methods on eccentric web member steel truss structural system were discussed. Based on the mechanical properties of non-uniform beams, the study examineed the influence of the ratio of the stiffness betwee...
The applications of performance-based design methods on eccentric web member steel truss structural system were discussed. Based on the mechanical properties of non-uniform beams, the study examineed the influence of the ratio of the stiffness betwee...
2024, 39(12): 20-28.
doi: 10.13206/j.gjgS24112803
Abstract:
The study aimed to evaluate the deformation capacity of box-section steel members. The strain ductility coefficient, a stain-based evaluation index, was proposed for box-section steel members. tests quasi-static were conducted oedsix box-section stee...
The study aimed to evaluate the deformation capacity of box-section steel members. The strain ductility coefficient, a stain-based evaluation index, was proposed for box-section steel members. tests quasi-static were conducted oedsix box-section stee...
2024, 39(12): 29-37.
doi: 10.13206/j.gjgS24031902
Abstract:
To investigate the seismic performance of self-centering structural systems and the simplified modeling methods for energy-dissipating components, the paper proposed a novel prefabricated self-centering steel frame-support system based on traditional...
To investigate the seismic performance of self-centering structural systems and the simplified modeling methods for energy-dissipating components, the paper proposed a novel prefabricated self-centering steel frame-support system based on traditional...
2024, 39(12): 38-48.
doi: 10.13206/j.gjgS24011101
Abstract:
There are some problems such as low construction efficiency, high labor cost and environmental pollution in the traditional full penetration welding joints of square steel tubular columns. In order to solve the above problems, the research group prop...
There are some problems such as low construction efficiency, high labor cost and environmental pollution in the traditional full penetration welding joints of square steel tubular columns. In order to solve the above problems, the research group prop...
2024, 39(12): 49-60.
doi: 10.13206/j.gjgS23112803
Abstract:
In order to study the seismic performance and stress mechanism of inner sleeve splicing joints of modular steel construction, based on the experimental study on the seismic performance of the inner sleeve splicing joints, a finite element analysis mo...
In order to study the seismic performance and stress mechanism of inner sleeve splicing joints of modular steel construction, based on the experimental study on the seismic performance of the inner sleeve splicing joints, a finite element analysis mo...
2024, 39(12): 61-73.
doi: 10.13206/j.gjgS23110303
Abstract:
In order to analyze the collapse of long-span space structures subjected to strong earthquakes, SAP 2000 software was used to model and analyze the seismic performance of a gymnasium in Xi’an University. Firstly, the natural vibration characteristics...
In order to analyze the collapse of long-span space structures subjected to strong earthquakes, SAP 2000 software was used to model and analyze the seismic performance of a gymnasium in Xi’an University. Firstly, the natural vibration characteristics...
2024, 39(12): 74-85.
doi: 10.13206/j.gjgS24011802
Abstract:
The prefabricated steel-concrete composite structure is a type of prefabricated structure with broad application prospect, there is a kind of semi-rigid joint among the joints of prefabricated concrete columns and steel beams, and the rotational stif...
The prefabricated steel-concrete composite structure is a type of prefabricated structure with broad application prospect, there is a kind of semi-rigid joint among the joints of prefabricated concrete columns and steel beams, and the rotational stif...
2024, 39(12): 86-94.
doi: 10.13206/j.gjgS24102802
Abstract:
With growing urbanization, long-span pedestrian bridges have become an integral part of modern urban infrastructure due to their unique structural forms and essential architectural functions. However, such bridges are prone to significant wind-induce...
With growing urbanization, long-span pedestrian bridges have become an integral part of modern urban infrastructure due to their unique structural forms and essential architectural functions. However, such bridges are prone to significant wind-induce...
2024, 39(12): 95-102.
doi: 10.13206/j.gjgS24103101
Abstract:
The extended end-plate joint is mainly used to transfer gravity and seismic effects. However, in extreme states, connecting joints also have a significant impact on the overall performance of the structure and the prevention of continuous collapse. A...
The extended end-plate joint is mainly used to transfer gravity and seismic effects. However, in extreme states, connecting joints also have a significant impact on the overall performance of the structure and the prevention of continuous collapse. A...