Based on the stages of tectonic activities and common characteristics of hydrocarbon reservoir forming, this study proposes a basic concept for fault-depression transformation system.

Study on influence of system conversion of construction to deformation of PC continuous beam bridge;

The article introduces the technical flow of the structural system conversion of Fenghua Bridge on Haihe River and the stress deformation control in the course of its implementation,and the preparation and selection of the hanger rod stretching technology.

As the huge potential energy will release after the system conversion and relieving the temporary constraint,the slipping of main girder of unidirectional sloping cable-stayed bridge with floating system will appears,the construction and the whole bridge stability will be influenced.

This paper analyzes the constructing technique of prestressing concrete continual T-beam bridge precisely and discusses the prefabrication, tense, problems and solution of T-beams, selection of temporary stand as well as its system transformation.

In balanced cantilever erection of bridge beam,the technology of bearing system transformation is really ripe,while assembling continuous curved beam by bridge fabrication machine is a totally new method.

In this paper,the construction methods for the system transformation of the suspension bridge are described.

As the background project of shenzhen bridge utilizing the specificity of synthesis change of inner force and section, doing system transform at proper stage, it can adjust the station of inner force, gain economic benefit, having a good using future.

Its span is 75 me- ters over Shenzhen Lishui river,and utilizing the specificity of internal force changed with the cross-sections, the system transform is carried out at proper stage,adjusting the internal force.

This paper presents the design of a new transfer structural system—two way prestressed transfer girder system, and the calculation of the critical load of the slender support columns.