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1.
In recent years wood trusses are widely used in buildings due to their excellent performance and ease of construction. As with solid lumber joists, however, the vibration of wood truss joist floors can cause occupants to feel discomfort. To understand the relationship between the vibration performance of wood truss joist floors and the perceptions of occupants, experimental and subjective evaluations were conducted on six truss joist floors. The results show there is close relationship between perceptions of occupants and the fundamental natural frequency, static deflection and vibration acceleration of truss joist floors. The installation of bracings and straps greatly improved the vibration performance of light truss joist floors. We suggest that two or more factors should be included in the design criteria for controlling wood floor vibration, such as static deflection and fundamental natural frequency. Peak acceleration can be adopted as a factor in the evaluation system of vibration performance of wood truss joist floors. 相似文献
2.
To study their resistance performance, totally 222 specimens of panel-to-lumber nailed joints, in different configurations and used in light wood frame construction, were manufactured and tested under monotonic load. There are five kinds of destruction produced with nailed joints,which are model M-c1, rupture of panel, shear failure of panel, wood tear-off and push-through of nail. The resistance of nailed joints with vertical nailing is higher than that with toe-nailing, while the stiffness is almost the same. The angle between the panel orientation and dimension lumber wood grain affects the resistance and the stiffness of nailed joints little, while the angle between loading and dimension lumber wood grain affects the stiffness but not the resistance. The empirical equations to calculate the stiffness of the nailed joints are derived, thus providing reference for evaluating the performance of shear walls and diaphragm (floor and roof) in design of light wood frame structures. 相似文献
3.
Steel concrete composite slim floors with the steel beam encased in concrete floor slabs have many advantages, including low structural height, high fire resistance and rapid construction times. These features make such floors a promising for use in multi storey steel buildings. We established a 3D finite element model of a monolithic composite slim floor using the ANSYS software package. We analyzed the loading capacity, deformation behavior, natural vibration frequency, the influence of reinforcement, and the concrete in the floor rib under a uniformly distributed vertical load. We calculated the effective width of mid girder and secondary beams. The following conclusions can be drawn from the analysis results: First, monolithic composite slim floors possess high loading capacity for common buildings. Second, the concrete rib and reinforcement ratio in the rib have significant effects on floor loading capacity. Third, calculation of effective primary beam width should be based on analysis of monolithic floors rather than single beams. 相似文献
4.
体育馆大跨度预应力次梁楼盖竖向振动模态分析 总被引：2，自引：0，他引：2
以重庆市铜梁县新城核心区小学建设项目3#楼（体育馆）工程为背景,对其大跨度预应力次梁楼盖竖向振动模态进行模拟分析,并与实测结果相比较,评价其控制竖向振动舒适度的效果。根据建模思路精确建立的该大跨楼盖有限元模型,其模态分析结果与模态实测结果接近,相对误差约为5%;模拟分析及工程实测结果表明,该大跨楼盖前三阶振型均以竖向振动为主,结构自振基频满足我国现行相关规范的要求,竖向振动舒适度符合标准;与无底板的大跨次梁楼盖相比,增加底板后,其增幅最小的一阶频率增长了19.9%,表明增加底板可有效地控制大跨度预应力次梁楼盖的竖向振动。 相似文献
5.
China Pavilion for Expo 2010 Shanghai is designed with peculiar style and special structural system. The main structure is composed of four concrete tubes with steel-concrete composite floors. It is designed with a shape of inverted trapezoid in elevation. The fundamental vibration mode of this structure is a torsional mode due to the special shape with greater moment of inertia in upper floor, which exceeds the limit value stipulated in Chinese code. The seismic analysis of prototype is carried out by ANSYS program to evaluate its overall seismic performance and improve the structural design. At the same time, shaking table tests of a 1/27-scale structural model are conducted. It is faund that although the first mode is torsional, the torsional responses are not so large, which agrees well with the results of shaking table tests. Both the test results and calculation results demonstrate that the designed structural system satisfies the seismic damage patterns and meets the pre-defined performance objectives. Based on the test results, suggestions for improving design are also put forward. 相似文献
6.
In China Poplar wood-based panels mainly are used in non-structural field, but in the mechanical and electrical packaging industry use a lot of wood as a packaging material. Considering economic cost, resource utilization and environmental protection, an urgent need is for structural wood-based panels instead of wood as a mechanical and electrical packaging material. Shear Modulus for thick laminated veneer lumber in-plane is studied in this study, giving theoretically deduced and actual test to use the theory to guide practice. The purpose is to build a technology base of structural design, performance testing and use of laminated veneer lumber. 相似文献
7.
Dynamic analysis of a new Nano-CMM(Coordinate Measuring Machine with nanometer resolution) structure is introduced,including vibration characteristic analysis and vibration response analysis.The aim is to assess and analyze dynamic accuracy of structure.Modal and harmonic analysis were made by ANSYS software based on establishing equation of vibration,so as to achieve natural frequency and fundamental vibration mode of structure,and also the displacement and stress of structure under nanomotion motor driving.Moreover,the analysis and comparison of rectangular-bridge and arch-bridge are made in order to prove the superiority of dynamic accuracy of the symmetrical-bridge structure. 相似文献
8.
FU Guang-yao 《保鲜与加工》2005,(6):59-62
For light gauge steel floor,the structure testing and finite element method were applied to study the junior beam's inflection capability influenced by steel floor sheet.Analysis results show that the thin steel floor sheet affects junior beam's deflection very strongly.This conclusion has value for design of new structure or evaluating load support capability to the steel floors. 相似文献
9.
高产夏玉米产量性能特征及密度深松调控效应 总被引：8，自引：0，他引：8
以现代高产玉米品种中单909和郑单958为试验材料, 于2010-2011年在河南新乡设置种植密度与耕作方式田间试验, 研究夏玉米高产群体产量性能参数变化及主要栽培措施调控效应。结果表明, 中单909相比郑单958显著增产11.36%, 穗粒数(KN)、千粒重(KW)极显著增加(P<0.01), 生育天数(D)、收获指数(HI)和收获穗数(EN)无明显差异(P>0.05); 平均叶面积指数(MLAI)、光合势在灌浆后期增加更为显著, 平均净同化率(MNAR)显著增加(P<0.05), 而干物质积累最大生长速率、生长速率最大时的生长量、平均生长速率、活跃生长期均明显提高。进一步分析产量性能参数间相互关系, EN与MLAI呈极显著正相关(P<0.01), KN和KW与MNAR呈极显著正相关(P<0.01), 而MNAR、KN、KW与MLAI呈极显著负相关(P<0.01)。中单909比郑单958增产可能是产量性能参数差异补偿的结果。中单909在高密度下具有较高的MLAI、MNAR和KN, 获得最高产量的群体密度比郑单958高27.3%; 深松耕作方式下, 中单909和郑单958分别增产13.0%和8.7%, 主要表现为, MNAR和KN显著增加, MLAI和D无明显变化, HI、EN、KW增加幅度在不同品种间表现不一致, 表明土壤深松条件下密植(9.50×104株 hm-2)是目前夏玉米高产重要技术途径之一。综上, 密植夏玉米高产群体产量性能特征参数为MLAI 3.05~3.55、MNAR 4.80~6.27 g m-2 d-1、D 109~111、HI 0.50~0.52、EN 9.60~10.38×104穗 hm-2、KN 352.0~370.1粒、KW 314.7~315.9 g, 可以实现11 250~12 000 kg hm-2以上的产量。 相似文献
10.
The vibration characteristic of engine mounting system is analyzed, the vibration model of engine mounting system is established, and calculation method of natural frequency and main vibration mode of mounting system is put forward. Then an engine mounting system with double - lined type isolator is presented. Isolation performance of engine mounting system is improved greatly by selecting elastic coefficient of isolator reasonably. 相似文献
11.
The simplified mechanical model was proposed for frame supported multi ribbed composite wall beam. And the internal force of joist was calculated with the method of beam on the elastic foundation which takes the horizontal friction resistance into consideration. Moreover, a comparative analysis was employed with FEA program. It was found that it was necessary to consider the interfacial shearing force between wall and joist for the frame supported multi ribbed composite wall beam, otherwise, the performance of the composite would not exhibited sufficiently and the calculation error would be large. 相似文献
12.
分析内嵌管式辐射地板的频域热特性,便于进一步了解内嵌管式辐射地板的动态热特征,为辐射地板的系统和控制设计提供重要的参考依据。建立了内嵌管式辐射地板的频域有限元模型,同时采用ANSYS软件建立了内嵌管式辐射地板的时域传热模型,通过2个模型的对比说明了频域有限元模型的准确性。采用频域有限元模型计算并分析了内嵌管式辐射地板的频域热特性。结果表明,在低频区域,地板的频域热响应基本不随频率变化,其传热过程接近于稳态,而在高频区域,地板的频域热响应随频率的变化十分剧烈,地板传热呈现明显的动态特征。当房间内存在较多成分的高频热扰时,关于辐射地板的传热计算应采用动态计算方法。 相似文献
13.
黧蒴栲木材材性、化学组分及热值株内纵向变异模式研究 总被引：1，自引：1，他引：0
选取湖南省怀化市33年生黧蒴栲(Castanopsis fissa)人工林,利用树干解析,采集木材圆盘样,进行木材材性、化学组分及热值的测定。分别对木材密度、纤维长、纤维宽、纤维长宽比、热值、纤维素含量和酸不溶木素含量等的株内纵向变异规律进行了研究。结果表明：木材密度随树高的增加而逐渐下降,平均值为0.421 g/cm3,变异范围为0.356~0.497 g/cm3,纵向上的差异达到显著水平;而木材纤维长、纤维素含量和酸不溶木素含量都是随树高的增加先增大后减小,平均值分别为1174.529 μm、53.177%和23.661%,变异范围分别为1063.653~1278.946 μm、47.135%~56.654%、21.99%~26.226%,纵向上的差异均达到显著水平;木材热值是随树高的增加而逐渐增大的,平均值为17474.76 kJ,变异范围为16036.06~18491.86 kJ。 相似文献
14.
为了给酶的应用提供理论依据,采用Folin-酚法测定蛋白酶活性,通过单一变量控制对KN1菌株的蛋白酶酶学特性和发酵条件进行研究。该酶的最适作用温度为75℃,最适作用pH值为7.5,Cu2+离子对酶活有促进作用;EDTA对酶活有明显的抑制作用,而PMSF对酶活的抑制作用小,推测KN1菌株产生的是一种金属蛋白酶;经SDS处理后KN1的蛋白酶仍能保持较高的活性。KN1菌株的蛋白酶的最佳发酵条件为37℃培养4天,最佳碳源为玉米粉,最佳氮源为豆饼粉。KN1菌株的蛋白酶是一种耐高温中性蛋白酶,最适作用温度达到75℃,在最适合条件下,酶活性可达1498.84 U/mL,具有良好的应用前景。 相似文献
15.
不同光谱杀虫灯对苹果园害虫诱杀效果及灯下昆虫种群结构分析 总被引：2，自引：0，他引：2
为探明不同光谱杀虫灯对苹果园害虫的诱杀效果,评估不同光谱杀虫灯对果园昆虫种群的影响。利用3种不同光谱杀虫灯于2015年7-8月在天水地区进行了苹果园害虫诱杀试验。结果表明多光谱及LED多光谱杀虫灯的杀虫数量及杀虫谱优于频振式杀虫灯;频振式、多光谱、LED多光谱杀虫灯诱杀昆虫修正益害比分别为1:16.39、1:28.57和1:21.80;LED多光谱杀虫灯对鞘翅目、同翅目、半翅目及双翅目害虫诱杀效果优于其他杀虫灯;群落多样性参数分析显示,3种杀虫灯诱杀昆虫的Shannon-Wiener多样性指数(H′)分别为3.9231、3.6982和3.8134,均匀度(J)为0.7082、0.6399和0.6770。频振式、多光谱、LED多光谱杀虫灯对苹果园害虫均具有较好的防治效果,对天敌及中性昆虫均有一定的诱杀效果,本研究为太阳能杀虫灯科学使用提供了参考依据。 相似文献
16.
The analytic method for the free vibration of plane frame structure is presented. It is achieved by transforming the general eigenvalue problem of natural frequency and vibration mode of continuously distributed property system into typical boundary value problem of ordinary differential equation (ODE). A series of ODE, corresponding to the general eigenvalue problem, is formed, and then is solved by an general ordinary differential equation solver-COLSYS. Each component of a frame structure is regarded as an element in the analytic method. This makes it more efficient than that of finite element method which needs to increase elements to get the value of high-class natural frequency and vibration mode accurately. Some applications of the method show that it can solve the free bending vibration of plane-frame structure with various types of displacement constraint. The result indicates that this method is precise and efficient. 相似文献
17.
Environmental and economical constraints in Europe will favour low nitrogen (N) input systems and wheat varieties adapted
to moderate N deficiency. In this context, we studied the dynamics of genetic parameters according to N stress intensity and
characterized the genetic determinants for plant tolerance to N deficiency. Thus, we combined N stress modelling with a genetic
approach. Two hundred and twenty-two doubled haploid lines were experimented in the field for a range of nitrogen conditions.
Those conditions were characterized by the Nitrogen Nutrition Index (NNI) of Récital. Grain Yield (GY) and Kernel Number (KN)
were assessed. For GY and KN, and for each line, factorial regressions using NNI of Récital as environmental index were performed.
In addition, we assessed the sensitivity to N stress (slopes of the regression) and the performances under low N conditions
(predicted values for a NNI of 0.5). QTL detection was performed on these parameters as well as on KN and GY measured in each
environment. G × N variance increased with N stress intensity whereas heritability and genetic variance decreased. 11 QTL
regions were detected: 3 were N supply-specific QTL (on linkage groups 2A2, 3A and 4B) while 4 contained QTL detected under
N+ and under N− (2D1, 4B and 5A1). Out of these four, 2 coincided with QTL for factorial regression parameters (2D1 and 4B). Finally, 4 QTL
were specific for factorial regression parameters (3B, 5A2 and 7B2). The role of genes commonly used in breeding programs
(rht-B1 on 4B, and Ppd1 on 2D1) in plant adaptation to nitrogen constraint was highlighted. Future studies should focus on
grain protein yield, another target for low-N breeding scheme. 相似文献
18.
The performance requirements of marine gear box are much higher than that of other gear boxes due to its special working conditions. The structure and transmission principle of a high-power marine gearbox are analyzed, and the experimental test is carried out for the analysis and calculation of its vibration characteristics and intensity. Measured by FFT analysis of vibration signals, the main peak is caused by its octave and the engagement frequency of input stage and middle-class transmission. The vibration severity of high-power marine gearbox reached 4.47 mm/s. In addition, the calculated structure noise of the measuring points is at the 1/3 octaves, and the largest structure noise is 131.27 dB which occurred in the frequency of 329 Hz. 相似文献
19.
科农9204是一个兼具高产和氮高效的候选小麦骨干亲本,其遗传背景复杂,携带冀麦38、小偃5号、绵阳75-18、小偃693和矮丰3号的遗传成分。利用221个PCR标记和89个DAr T标记,绘制了科农9204的全基因组基因型图谱。在2DL上,Xmag3596–Xmag4089区段与增加千粒重和籽粒含氮量的QTL紧密连锁;在4BL上,Xcnl10与增加穗粒数、降低株高和穗茎长的QTL紧密连锁;在6BS上,Xcnl113和Xwmc756均与降低株高、穗茎长和穗下节间长的QTL紧密连锁。这些标记在科农9204衍生后代的传递率均为100.0%。利用已报道的关联性标记检测科农9204基因型在衍生后代的传递情况,与增加穗粒数相关的1个优异等位基因位点在衍生后代中的传递率为71.6%;与增加千粒重相关的4个优异等位基因位点的传递率均为100.0%;与根部性状相关的4个基因位点中,3个传递率为100.0%。这些与重要农艺性状相关位点,科农9204基因型在其衍生后代中有很高的传递率,在很大程度上与其对应的优异的农艺性状密不可分。科农9204染色体区段上存在的重要QTL可能是其成为候选骨干亲本的遗传基础。 相似文献
20.
木醋液及其主要成分对土壤微生物数量影响的研究 总被引：11，自引：3，他引：8
木醋液是从多年生柞木中经过高温蒸馏出来的纯天然物质,其主要成分是有机酸和酚类物质,为了明确木醋液和主要成分对土壤微生物的作用,将加入不同剂量的木醋液、愈创木酚、醋酸的有机肥施入土壤,观察土壤中微生物数量的变化,结果表明：在1kg有机肥中加入10g木醋液,施入30kg土壤中,土壤微生物数量（特别是细菌数量）增加幅度最大,土壤微生物10天内被有效地激活;同时,当在1kg有机肥中木醋液的添加量高达50g时,对土壤微生物有一定的抑制作用。此外,通过采用木醋液中的两种主要成份醋酸与愈创木酚对比试验,表明其对土壤微生物数量的影响与木醋液不相关,木醋液能起到增加土壤微生物数量的作用,虽然有可能是其他物质在起主导作用,但更有可能的是多种物质的综合作用。 相似文献