reinforced concrete造句
121. It is an effective way for our prefabricate part industry to develop high effective pre-stressed reinforced concrete hollow slab so as to go out of the depress.
122. This paper presents an efficient simple method to design cross sections of several kinds of hydraulic reinforced concrete structures, i. e. , reinforcement distribution by the successive substitution.
123. A reinforced concrete penstock with steel lining located on the downstream surface of concrete dam is a structure of new type being developed both abroad and in China.
124. In this paper, 20 simply - supported reinforced concrete beams with rectangular openings were tested under concentrated load.
125. A new kind of reinforced concrete(including prestressed concrete) frame structure with diagonal member is put forward.
126. Meanwhile, the load - transferring mechanism of steel reinforced concrete pile caps accords with spatial truss model.
127. Besides, the eccentricity magnifying coefficient and the axial load limit for steel reinforced concrete column were also introduced.
128. It is emphasized that the cooperation between composite domain and civil engineering domain should be strengthened to develop the application of FRP reinforced concrete structures in China.
129. Nuclear power plant containment shell is a large-volume pre-stressed reinforced concrete silo-shell structure to prevent radioactivity, and is the most important protected object in special condition.
130. The ultimate capacity of prestressed composite beams is 27.7% higher than that of reinforced concrete ones.
131. RC-masonry combination arch bridge makes RC arch ribs as former spanning structure and falsework of upper masonry's construction. Finally, reinforced concrete and masonry together form arch ring.
132. A superposition method is proposed for the ultimate capacity of steel reinforced concrete columns. 3-line or 4-line sketch curve mode is proposed.
133. Reinforced concrete structures under severe dynamic loads may induce flexure, flexure - shear and direct shear failure modes.
134. The rigid connection between steel girders and reinforced concrete piers is one type of the important applications of composite construction.
135. At first, the bond mechanism between shape steel and concrete compared with that of normal reinforced concrete is analysed.
136. This paper pressets the reinforced concrete open-web sandwich plate and the fishy bone open-web sandwich plate in the floor structure system in multistorey and tall buildings.
137. It is described a cathodic protection system of reinforced concrete structures with discrete anodes obtained starting from a corrugated planar substrate welded to a longitudinal current collector.
138. The bond and slip relationship between the rebar and the concrete within a segment bounded by two primary cracks in a reinforced concrete tension member or a flexural member is studied.
139. The reinforced concrete walls will contain an exterior finishing with special formwork, its stereotomy having been designed.
139.try its best to gather and create good sentences.
140. Compressive strength reduction in compression zone is one of the main factors which affect surplus bearing capacity of corroded reinforced concrete eccentric compressive components.
141. In reinforced concrete about half the section, the cracked area below the neutral axis does no useful work.
142. New technology such as reinforced concrete cutting, whole span jack-up, reinforcement implantation etc. are applied to renovate the existing municipal structures.
143. Usually an adopting cut-and-try method is used for calculating strength of the bending members made of reinforced concrete with ring section.
144. The paper ascertains the superstructure and foundation of high pipe dock by the secondary development of ANSYS and the simulation of arched beam of reinforced concrete, pile foundation and cap.
145. The results show that the methods developed in this paper are reliable, which can reasonably simulate the seismic collapse process of reinforced concrete frame structures with shear type deformation.
146. The scenic overlooks bridge in safari park in Hefei is a reinforced concrete single-pagoda cable stayed bridge.
147. An alternative system for multi-storey fiats and similar large buildings is to erect a framework of load-bearing precast reinforced concrete horizontal perimeter beam units and vertical mullion units.
148. The three-point bending experiments of the reinforced concrete(RC) beam strengthened with carbon fiber laminate(CFL) were carried out, and the corresponding fatigue life curve was obtained.
149. The leakage from the crack is one of causes for reinforced concrete rupture, and the unstable crack is difficult to be treated for its unstability.
150. An experimental research for bearing capacity of six reinforced concrete columns strengthened by circular steel jacketing subjected to axial loading is carried out.
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