This paper presents the construction environment of Taizhou Changjiang River Highway Bridge,layout and structural system of the main bridge of the Bridge,analyzes the structural behavior of the intermediate tower of the main bridge and also briefly illustrates the corresponding design measures and control criteria to be applied.

Practical calculating method for main tower lengthwise buckling of suspension bridges;

Design of main tower of No.3 bridge for Xiang River;

Through analysis of the process for liquid nitrogen reverse filling main tower and theoretic calculation of related pressure,flow rate and reflux ratio,feasibility of the process was determined and verified in practice.

Design of the Pylon of Self-anchored Suspension Bridge and Analysis on Its Spatial Loading Performance;

The construction method and technique measure of pylon for WuHu Changjiang River;

Construction of Pylons of Cable-stayed Spans of the Second Changjiang River Bridge in Wuhan;

Construction technology of climb formwork bracket for north main pylon of Weiliulu Cable-Stayed Bridge;

With a cable-stayed bridge as an example, analysis is made with analogous bar method on shear lag effects in construction of concrete main pylon of box-profile, and comparison is carried out between calculated results and the results from site testing and finite element computation, giving a valuable reference to design and construction of similar structures.

The Explanation on the Turnover of Carbon Isotopic Compositions of Hydrocarbon Series of Natural Gases in the Northern and Central Tarim Basin;

Approach to oil-gas bearing controlling factors of Donghe sandstone traps in Tazhong area of Tarim Basin;

Origin analysis of sandbodies of the lower bitumen-bearing sandstone member of Silurian in Tazhong area;

In terms of structural evolution,reservoir characteristics,hydrocarbon accumulation process and preservation condition,the Ordovician reservoir forming condition between the Tahe and the Tazhong areas is compared in this article.