Research on test of floor-increasing building with friction and energy-dissipation devices and construction measure;

this paper is concerned with type selection,anti-overturning checking,anti-sliding checking,bearing capacity of foundation checking as well as construction measure,especially,proposes an improved method of anti-sliding checking based on 《Technical Code for Building Slope Engineering(GB50300-2002)》 and the application in engineering is given.

Combined with practical work the necessity of seismic checking calculation in steel structural junction design is discussed,at the same time corresponding construction measures are proposed.

This paper introduces several common constructional measures for masonry structure, and advances some methods for preventing or reducing various cracks on walls.

In this article, authors analyze some aspects of two common constructional measures, which are the one whose interior length is shorter than its exterior length and the other whose interior length is longer than its exterior length, such as their load transfer path, construction quality reliability, desquamation inactivation possibility, and banding and anchoring ability and so on.

In this paper,taking an engineering project as an example,the structural scheme together with some constructional measures that can insure the earthquake resistant behavior of a hollow concrete block residential building with large bay in region of earthquake intensity of 7is introduced.

It introduces the reinforcing design of concrete pile increasing section and constructing methods as well as structural measures to ensure concrete general pile work after reinforcement,meantime,it also introduces calculation and controlling in using steel stress after pile s reinforcement,in order to spread the application of increasing section reinforcement methods.

We use effective measures to meet with its structural characters by bodily form choosing,structure plane arrangement,structure computing and some structural measures.

The essay analyzes the reasons for heat,crack and seepage in small brick-building in Zhangzhou and puts forward structural measures to prevent heat,crack and seepage and building techniques to enforce small brick-building & building administration.

Furthermore,constructional measures of special beam-column joints and construction technology are adopted to reduce the effect on working procedures.

Based on the experimental study of comparison between lateral resistance behavior of the small concrete hollow block walls, the initial cracking position, cracking shape, developing regularity and wall broken pattern for single piece of walls with different constructional measures and different structural types under horizontal and vertical loading have been found out.

The structural analysis, construction measurement and construction method of frame shear wall structure modification are elaborated.