EXPERIMENTAL RESEARCH OF THE MOMENT MODULATION INFLUENCE ON CRACKING AND DEFLECTION OF CONTINUOUS REINFORCED CONCRETE BEAMS UNDER SERVICE LOADS

Through the static tests of five two-span continuous beams with a relatively small steel ratio, the regularity of redistribution of internal forces of continuous beams with moment modulation is studied, and the moment modulation influence on cracking and deflection of continuous reinforced concrete beams under service loads is analyzed in detail. The conclusions obtained may be used as reference materials for drafting of design code considering redistribution of internal forces.     

RESEARCH ON THE SHEAR RESISTANT BEHAVIORS OF STEEL REINFORCED CONCRETE RESTRAINED BEAMS

In order to probe into the shear resistant behaviors ofsteel reinforced concrete(SRC)restrained beams,three test beams underconcentrated loads have been tested.A full range analysis of the testbeams is conducted by using nonlinear finite element(NLFE)techique,and a good agreement with the experimental results is achieved.Theshear resistant mechanism of SRC restrained beam and the main factorsaffecting its shear strength are analysed.It is found that when theavailable shear strength formula for simply supported SRC beams is usedto calculate the shear strength of SRC restrained beams,the result turnsout to be conservative,so it is suggested that the shear strength of SRCrestrained beam could be calculated by the corresponding formula ofsimply supported SRC beam,adopting calculation shear span ratio.Thepractical formula is proposed in the paper.     

电子束辐照不同虫态玉米象保护酶系活力变化研究

研究了玉米象Sitophilus zeamais(Motschulsky)不同虫态(2~3龄幼虫、1~2龄蛹和羽化1天成虫)体内三种保护酶过氧化氢酶(CAT)、过氧化物酶(POD)和超氧歧化酶(SOD)活力在电子束5个辐照剂量下酶活性的变化。试验结果表明,不同虫态玉米象CAT活力为:羽化1d成虫1~2龄蛹2~3龄幼虫;POD活力为:1~2龄蛹羽化1d成虫2~3龄幼虫;SOD活力为:1~2龄蛹2~3龄幼虫羽化1d成虫。辐照处理后,保护酶活力随辐照剂量的增加呈现先上升后下降的趋势,本实验结果有助于阐明电子束辐照加强对储粮害虫生理生化效应研究。     

EXPERIMNTAL RESEARCH ON THE CRACK RESISTANCE AND BEARING CAPACITY OF PRESTRESSED BRICK MASONRY WALLS UNDER CYCLIC LOADING

By comparing the tests of prestressed and nonprestressed brick masonry walls with peripheral beams and Constructional columns, under cyclic lateral loading,the apperaence and development of Cracks,failure mechanism,hysteretic behavior,strength,stiffness,ductility and ener-gy dissipation of the brick rnasonry walls arc studied.Only the crack resistance and bearing capacity of walls are discussed in this paper.It is shown that prestressing on brick masonry wall can obviotisly improve its seismic behavior.Morcover,calculating methods for the crack resistance and the ultimate bearing capacity are presented,and the caculating results are identical with the tests.     

STATICAL SHEAR STRENGTH ON COUPLING BEAMS OF REINFORCED CONCRETE

On the basis of a statical test of 16 specimens of coupling beams in shear walls,which consist of 10 specimens with ordinary rinforcement and 6 specimens with composite reinforce-ment,the statical behaviors of the coupling beams with two different types of reinforcement arestudied.It is concluded that the flexural strength 0f the beam should be multiplied by a reductionfactor when the span-depth ratio is less than 2,and the shear strength is not influenced by the span-depth ratio and may be obtained with unified calculation formula.     

A STUDY ON REINFORCED BEAMS OF HIGH STRENGTH ALKALI-SLAG CONCRETE

In This paper,the characteristics and mechanical prop-erties of high strength and super-high strength concrete(60-120MPa)based on slags and alkaline components are presented.This type ofconcrete can be produced as rapid hardening or super rapid hardeningwith high durability,energy saving and low cost.Based on experimentswith reinforced beams of this type of concrete,its deformation properties,process and characteristics of disruption are described.     

RESEARCH ON THE SECTION GEOMETRY RELATIONSHIP OF REINFORCED CONCRETE SLENDER MEMBER

By using Hellinger-Reissner's calculus of variations,this paper presents the usual method with which the section strain distribution state of reinforced concrete member can be derived from the basic balance equation.This method is suitable for any difinite form of strain distribution of the compressional zone of concrete.It is made clear by calculation that if the compression zone of concrete has linear strain distribution in the deformation process,the strain of tension bar and the distribution mentioned above can satisfy the assumption of plane section multaneously.     

RETAINING WALL ON A SLIP BODY STABILIZED BY THE AID OF PRESSURE-GROUTED LITTLE PILES

This paper introduces pressur-grouted little piles and analyses mainly a serious engineering accident of retaining wall built on a slip body in Sichuan. That is stabilized by the aid of pressur-grouted little pile and a good result is obtained.     

THE FULL LOADING HISTORY ANALYSTS OF PRESTRESSED CONCRETE GRIDS WITH UNBONDED TENDONS

This paper presents a matrix structural analysis of variable stiffness on the complete loading history of prestressed concrete grids with unbonded tendons. A model of torsional rigidity affected by moment is derived by the analogy of space truss, and the effect of torque on flexural rigidity is also studied. In order to calculate the increment of stresses in tendons, a corresponding equation is created. Comparison of calculation shows well agreement with the experimental results.     

电子束辐照对赤拟谷盗保护酶系的影响

研究了赤拟谷盗Tribolium castaneurn（Herbst）不同虫态（3-4龄幼虫、1-2龄蛹和羽化1天成虫）体内过氧化物酶（POD）、过氧化氢酶（CAT）、超氧歧化酶（SOD）活力在电子束辐照条件下的变化。结果表明,赤拟谷盗不同虫态的POD活力：羽化1 d成虫〉1-2龄蛹〉3-4龄幼虫;CAT活力：羽化1 d成虫〉1-2龄蛹〉3-4龄幼虫;SOD活力：3-4龄幼虫〉1-2龄蛹〉羽化1 d成虫。辐照处理后,保护酶活力随辐照剂量的增加呈先上升后下降的趋势,赤拟谷盗3种虫态POD活力均在500 Gy辐照剂量最高;3-4龄幼虫和1-2龄蛹CAT活力在420 Gy辐照剂量最高,羽化1 d成虫300 Gy最高;3-4龄幼虫和1-2龄蛹SOD活力在420 Gy辐照剂量最高,羽化1 d成虫500 Gy最高。本试验结果有助于阐明电子束辐照对储粮害虫的生理生化效应。     

电子束辐照防治不同品系米象成虫及对大米蒸煮品质的影响

针对储粮害虫的磷化氢抗性问题,采用电子加速器对磷化氢抗性品系和敏感品系米象成虫及大米进行辐照处理,研究了0~1000Gy的电子束辐照对两品系米象的致死效应,分析了二者对辐照的敏感性,并研究了0~5000Gy剂量辐照下大米的蒸煮品质。结果表明,电子束处理对两品系米象的致死规律大致相同,二者对电子束的敏感性存在差异,但差异不显著。电子束辐照对大米的蒸煮品质影响显著,随辐照剂量的升高,大米的胶稠度升高,吸水率、膨胀率和感官评分降低,5000Gy时蒸煮米饭出现明显的褐变。因此,100Gy~3000Gy的剂量可以作为电子束辐照防治不同品系米象的适宜剂量。     

A METHOD FOR COMPUTATION OF AN EQUIVELENT DIAMETER OF STEP BEAM

This paper presents a new approximate method for computation of an equivalent diameter of step beam. The comparison between the approximate and exact results shows that the method of this paper is suitable.     

AN EXPERIMENTAL RESEARCH ON ENHANCEMENT OF HEAT TRANSFER OF FINNED TUBES IN REFRIGERANT HEAT EXCHANGER

In this paper,the comparative experimental research that air flows through theout-surface of a single row finned tubes is done in a drawing wind tunnel and the three differnetshapes of rectangluar finned tubes are compared with a plain finned tube that is usually used in therefrigerant heat exchanger, the useful results are obtained. The results show that,in the range ofwind velocity flowing through the marrowest area, W_(max)=2.5m/s to 8.5m/s,the average convec-tion heat transfer coefficient of the two-side V-groove finned tube is higher than that of rectangluarplain finned tube,It is a new type finned tube that has good heat transfer performance and it isworth poplarlzing.     

侧翼梳式风网环流熏蒸系统的研究与应用

侧翼梳式风网环流熏蒸系统建立在基建房式仓“双低”储粮的基础上，与现有熏蒸方式相比，具有多用高效、安全卫生、经济等特点，是集间歇、气流、混合熏蒸、气密性检测和机械辅助降氧于一体的熏蒸系统，实验结果表明，它能控制粮堆气流．改善储粮环境．减轻保防人员劳动强度，确保熏蒸人员的安全。     

EXPERIMENTAL STUDY ON STATIC ANCHORAGE BEHAVIOR OF BEAM BARS WITN 90-DEGREE HOOK IN EXTERIOR JOINTS OF R/C FRAMES

In order to investigate the influence of concrete strength,horlzontal and verticalportions of anchorage length and cover thickness etc,upon the mechanical performance of 90-degreehooks of beam upper bars in exterior joints,static experiments of 40 beam- column subassemblagesare carried out. This study emphasizes the damage characteristics of the anchorage zone,measures thestrains of the bars along the anchorage length and analyzes the special anchorage mechanism of suchhooks of beam bars.     

附壁气囊在浅圆仓中的应用

对安装附壁气囊的浅圆仓与未安装的浅圆仓均采用上充下强排工艺进行充氮气调作业,试验结果表明:附壁气囊有利于延长仓内浓度保持时间,节省气调成本;附壁气囊浅圆仓维持氮气浓度98%以上28 d,吨粮成本比普通浅圆仓少0.12元/t～0.18元/t;附壁气囊试验仓仓内粮温与普通仓无差异。