A Study on the Response of Brick Masonry Structure under Dynamic and Static Shear-Compression Loading and Suggested Shearing Equation

Based on the studies and experiments of the responses of brick model under dynamic and static shear-compression loading, this paper brought forward an equation as a transition one for standard of masonry structure design in revision and the standard of aseismic building design. With its simple form, definite concept and similar calculation results in comparison with those obtained by equations from two standards, this equation has realized the correlation of the old and new ones. Besides it is rather save, so it has given a new advice for the revision of the standards.     

Experimental Analysis on Beam-column Behavior of Steel-concrete Composite Pylon

Ten specimens with perforated ribs, which can be divided into two series, were made to observe the behavior of steel-concrete composite pylon under axial load and cyclic load respectively. The experiment reveals the ultimate capacity and failure mode of two types of specimens under the cyclic load with different actual axial load level. Furthermore, it can be concluded from the results that the failure mode can be divided into two types, that is compression failure and tension failure. And the behavior of those specimens under cyclic load is influenced significantly under high axial load or without axial load at all. In addition, perforated ribs will prevent the plates under compression from overall buckling effectively based on the observation that the wavelength of plate is limited between two neighboring perforated ribs. At last, comparison on the interaction behaviors of the axial load (N) versus moment (M) is made between the results of experiment and calculation according to the criteria.     

Experimental Analysis on Behavior of Cold formed Steel Box Built up Section Columns under Axial Compression

17 specimens of cold formed steel box built up setion columns were tested under axial compression load. The section forms were divided into two categories: A and B. Load displacement curves and failure characteristics of specimens were obtained. The test results are compared with the caculated results according to “effective ratio of width to thickness” in code of “Technical code of cold formed thin wall steel structures” (GB 50018－2002), “effective section method” and “direct strength method” in AISI specification. The results show that: the failure characteristics of LC and MC series columns are overall flexural buckling, while SC series columns are local buckling and ends confined damage. The ultimate bearing capacity of B categories section columns is three times as great as that of A categories section columns, so it has the effect of “1+1＞2”. The results calculated according to “GB50018” and AISI specification are much conservative for LC series columns of A categories section, while in agreement with test results for MC and SC series columns. For B categories section columns, the calculated results are non conservative for LC and MC series columns, while conservative for SC series columns.     

异位发酵床垫料的直剪切及压缩试验研究

为研究不同含水率的条件下异位发酵床垫料:抗剪强度、黏聚力、内摩擦系数、压缩载荷的变化规律.本研究采用土壤力学试验方法,测定垫料五种不同含水率的相关参数.结果表明:当垫料含水率为29.22％～36.13％时,抗剪强度、内摩擦角系数会随着含水率的增大而增大;当含水率为45.55％～61.11％时,抗剪强度、内摩擦角系数会随...     

Experimental study on eccentric compression behaviour of autoclaved flyash lime brick masonry

To study the eccentric compression performance of autoclaved flyash lime brick masonry, and validate the applicability of current code’s calculation method, static tests on 36 eccentrically loaded puncheons of standard autoclaved flyash lime solid brick and KP1 type perforated brick with circular holes masonry are carried out by applying eccentric load on the top of the specimens. The bearing capacity of eccentric compression is analyzed using plane section assumption and ideal stress/strain curve. The features and shapes during the process of failure are obtained and the eccentric compression impact factor formula is also obtained by regression analysis of experimental data. With eccentricity increasing, cracking load and failure load are gradually decreased, and the failure features gradually change into large eccentric compression from axial compression. Most test values of bearing capacity under eccentric compression are higher than code calculating values. The average strain distribution in the section is in accordance with the plane section assumption. The theoretical analysis method used is feasible, current code’s formula can be used to calculate the bearing capacity of flyash lime brick masonry under eccentric compression.     

基于产能核算的耕地人口承载力动态预测研究——以四川省郫县为例

为了科学预测耕地人口承载力水平,以成都市郫县为例,通过实地考察,在产能核算的基础上,形成了耕地生产能力的动态预测模型和土地承载力模型,进而划分人口承载力分区,并对郫县耕地的人口承载力进行分析评价。研究结果表明:(1)郫县2020年耕地生能力为50.5718万t,未来的耕地人口承载力较大,但是分布非常不均匀,乡镇之间可承载人数差距最大可达194377人;(2)犀浦、郫筒、红光等社会经济发达的地区耕地的人口承载力较小,人地矛盾尖锐,SR均大于0.90;(3)根据实证研究本测算方法符合了当地实际,具有客观性和科学性。     

The Experimental Study on Size Effects on Axial Compression Performances of Reinforced Concrete Column under Repeated Load

The size effects on axial compression performances of reinforced concrete column under repeated load are needed. Specimens were designed and tested in accordance with the relevant similarity, whose geometric dimensions are: 400 mm×400 mm×1 200 mm, 600 mm×600 mm×1 800 mm and 800 mm×800 mm×2 400 mm. The result of the experiment, the failure characteristics, crack development process, strength, peak stress, peak strain and stiffness of various specimens were comparatively analyzed. The results show that, within size range of this test, size effect exists on performances of columns.     

聊城市耕地生产潜力及人口承载力研究

为了弄清聊城市耕地生产潜力,进一步提高耕地产出率,笔者运用潜力递减法计算聊城市耕地生产潜力,通过分析未来聊城市耕地面积、粮经比和主要作物播种面积,探讨聊城市耕地资源人口承载力问题。研究结果表明：聊城市小麦生产潜力为6911.37 kg/hm2、玉米为15445.88 kg/hm2;人口承载力在温饱型、小康型、富裕型水平上分别为938.25万人、750.6万人和625.5万人,这表明在富裕型水平上将出现超载。为此,笔者提出了提高聊城市耕地资源人口承载力的途径。     

紫色土区林地土壤入渗性能试验研究

土壤入渗是土壤水分运动的重要组成部分。为了准确测得紫色土区林地土壤入渗性能,用双环法和环刀法对其进行测定,并对2种方法的试验结果进行分析和比较,以探求其差异性所在。结果表明：2种方法测定土壤入渗性能各项指标（初渗速率、稳渗速率、平均入渗率）差别较大,它们主要受土壤理化性质及测定条件影响;在试验中双环法测得的初渗速率和平均入渗率差异性要比环刀法的大,稳渗速率则比环刀法小;双环法测得的入渗性能各项指标均值皆比环刀法的大,其中初渗速率大了2.36倍,稳渗速率大了2.17倍,平均入渗率大了2倍;采用4种常用入渗模型对双环法和环刀法测得的结果进行拟合时,其效果表现为：Horton模型>通用经验模型>Kostiakov模型>Philip模型,且环刀法比双环法好;土壤累计入渗量采用一元二次方程拟合比采用一元一次方程拟合好,一元二次方程拟合的决定系数R²都在0.99以上。该试验可以为紫色土区林地土壤入渗的研究提供资料参考。