Experimental investigation of the behaviours of H-section steel beam ( flexible connection) under fire;

The parameter optimization of flexible connection damping system of Siamese twin symmetric structure

The flexible connection for the structure with corridor is researched in the paper by calculation analysis and earthquake simulating shaking table test.

In the connection design of steel structure,the shear plate with high-strength bolt connection is extensively used at the flexible joint where the beam is connected to the weak axis of the column.

Two types of joints,the rigid joint and the flexible joint,between toe slab and foundation of the concrete-faced rockfill dam(CFRD) of the Nalan Hydropower Power Station are analyzed by 3D elastoplastic finite element method.

Compared with other connection model,we analyze the virtue of converter flexible joint and the factor of effecting flexible joint.

In the micro-machine,the construction size of parts not only is small but also is made of flexible material.

For solving the contradictory problems on examination quality and construction period of flexible materials used in impermeable wall for 2nd phase cofferdam of the Three Gorges Project,by means of laboratory and field tests,an early quick measurement method for amount of unit swelling soil in the flexible materials is put forward.

How to gauge the concentrated force of enclosure of flexible materials as cloths bearing the wind load through tunnel test is discussed.

According to the load-bearing characteristics of flexible materials,a universal design method for inflatable wings is proposed based on the design conception of approaching the general airfoil to its serial inscribed circles,which is applicable to both symmetric and asymmetric airfoils.

This paper we discussed the adhesive property between adhesive AT-25 and different flexible materials in the flex and rigid-flex boards,meantime we make a contrast with adhesive BH-25,AD-25HH.