古瓶累坏将军

北宋大将军周侗，叱咤疆场，战功赫赫。他解甲归田后，迷上了收藏古董。

别把眼睛累坏了

春暖花开,同学们吵着要去春游。"春游可以,不过别光顾着玩,要仔细观察,找好材料写作文。"我三句话不离本行。"遵命!"同学们喜笑颜开。春游回来的车上。

试析汉英寒暄语的差异

随着我国对外开放的深入和发展,越来越多的操英语为本族语的外国人正涌入我国,他们已经成了我们在工作和生活中不可避免的交际对象,我国是礼仪之邦,同外国人交际时,我们首先想到是同他们寒喧一番,以示友好,并为进一步进行有效的交际奠定基础,然而,由于社会、文化背景和风俗习惯等方面的不同,中国人认为很善意或很正常的寒喧语往往会使那些对中国不甚了解的外国人怏怏不快、讨厌,甚至发怒,从而产生了一些不必要的误会。可见,汉英寒喧语在语义(semantic)和语用(pragmatic)上存在着差异。 初次相识某人时,我们在致以问候后惯以询问对方的尊姓大名来表示我们的友好、尊敬和想同对方进一步相处的欲望。然而,外国人,尤其是那些有身份的外国人却不习惯这种直截了当的寒喧方法。他们通常视其为一种粗鲁、冒失和缺乏修养的行为。当他们想了解对方姓名时,他们常常先主动地介绍自己的姓名,若对方有好感或感兴趣的话,对方便会紧接着“亮出”自己的姓名。这种方法轻松自然,委婉得体。从语用学意义上来说,这一交际循环的完成借助了言外言语行为(illocutionaty act)的作用。 和初次相识的人寒喧时。

说“事儿”

“事儿”是“事情”的口语化形式,带有轻松的意味。例如:①我跟你说个事儿。 “事儿”和“事情”的差别不仅表现在语体色彩上,而且也表现在词义范围、用法,甚至词性等方面。一般来说:“事情”所包含的义项,“事儿”都具备,在用法上“事儿”可以代替“事情”,只是语体色彩不同罢了。但是“事儿”所包含的义项,“事情”就不完全具备,有时候“事儿”不能用“事情”来代替。例如“开车一定要小心,千万别出事儿。”这里的“事儿”是指“事故”,用“事情”就不太合适。再如“你得罪了他,他会找你的事儿。”这里的“事儿”是“麻烦”的意思,如果换用“事情”就说不通了。有些常用的短语如“闹事儿”、“惹事儿”、“找事儿”、“生事儿”、“怕事儿”中的“事儿”都不能用“事情”来代替。 “没事儿”这个短语常用来表示“没关系、不在乎”的意思。例如: ① 甲:累坏了吧,快歇歇儿。 乙:没事儿。 ② 甲:真对不起,把你的衣服弄脏了。 乙:没事儿。

论早期教育与智力的发展

一、早期教育是时代的需要 当前,我们正处在一个科学飞速发展的时代,人类知识总量每八年左右就要翻一番。增长速度如此迅速,如果我们的教育工作因循守旧,就无法实现四个现代化的宏伟目标。为了赶上和超过世界科学的先进水平,为了使我国在科技发展方面重新居于领先地位,我们必须十分重视早期教育,重视婴幼儿智力的发展,才能逐步解决有限的个体生命和无限增长的人类知识之间的予盾,所以早期教育是时代的要求与需要。 在〔日〕井深正所著的《幼儿园太晚了》一书中认为,人类智力的潜力远远越出了人们陈腐偏见的想象。他认为人在一生中学习潜力最大的时期是幼儿时期,所以从零岁开始就要对新生儿进行适当的训练。杰出的教育家马卡连柯也曾指出:“教育的基础主要是在五岁以前奠定的,它占整个教育过程的90％。在这之后教育还要继续进行,人进一步成长、开花、结果,而您精心培植的花朵在五岁以前就已经绽蕾。”我国也有类似的说法叫做:“三岁看小。十岁看老”。可见早期教育在人的一生中起着多么重要的作用。

幽默故事

牧师在乡间,看见大堆稻草掉在道上。一名农夫大汁淋漓,要把稻草搬回到马车上。牧师说:“你别累坏了,先歇一会儿。一会儿我帮你。”农夫说:“不能歇。

我的弟弟

这静夜里,天空闪烁的星星,可是弟弟凝视我的眼睛? 我折起弟弟的来信,我怕再看到那几行字——“哥,我都二十岁了,还不能挣大钱,让你在外面吃苦……” 二十岁,正是阳光下虎虎生风、朝气勃勃的日子,而我的弟弟却成人般地锁起两道思虑家务的眉头。

学会放弃

广袤无垠的沙漠中,有一身负重囊的跋涉者,正独自一人步履维艰地向前方行进.不知过了多久,他终于再也不能迈出一步,他累坏了.顾不得那骄阳下的滚烫黄沙.便倒身躺了下去.

Frame property of unequal storey height with specially shaped columns under cyclic loading

A 1/3-scale reinfored concrete(RC) frame of unequal storey height with specially shaped columns was tested under low frequency cyclic loading.The damage characteristic,bearing capacity,deformation capacity and ductility were analyzed.The restoring force model of the frame was obtained based on the study of the hysteresis curve measured in experiment,and the stiffness degeneration characteristics of every storey of the frame were analyzed.Finally the accumulated damage was analyzed with the damage assessment model.It is shown that the seismic behavior of this frame of unequal storey height with specially shaped columns is generally good,but the bottom of first floor column is a weak part,which should be paid more attention in design,and the restoring force model derived from this experiment can be seen as a valuable guide for design and non-linear finite element analysis for this kind of structure.

Blasting cumulative damage effects of underground engineering rock mass based on sonic wave measurement

The principle of sonic wave measurement was introduced, and cumulative damage effects of underground engineering rock mass under blasting load were studied by in situ test, using RSM-SY5 intelligent sonic wave apparatus. The blasting test was carried out for ten times at some tunnels of Changba Lead-Zinc Mine. The damage depth of surrounding rock caused by old blasting excavation （0.8-1.2 m） was confirmed. The relation between the cumulative damage degree and blast times was obtained. The results show that the sonic velocity decreases gradually with increasing blast times, hut the damage degree （D） increases. The damage cumulative law is non-linear. The damage degree caused by blast decreases with increasing distance, and damage effects become indistinct. The blasting damage of rock mass is anisotropic. The damage degree of rock mass within charging range is maximal. And the more the charge is, the more severe the damage degree of rock mass is. The test results provide references for researches of mechanical parameters of rock mass and dynamic stability analysis of underground chambers.

A modified Hoek-Brown failure criterion considering the damage to reservoir bank slope rocks under water saturation-dehydration circulation

After water is impounded in a reservoir, rock mass in the hydro-fluctuation belt of the reservoir bank slope is subject to water saturation- dehydration circulation （WSDC）. To quantify the rate of change of rock mechanical properties, samples from the Longtan dam area were measured with uniaxial compression tests after different numbers （1, 5, 10, 15, and 20） of simulated WSDC cycles. Based on the curves derived from these tests, a modified Hock- Brown failure criterion was proposed, in which a new parameter was introduced to model the cumulative damage to rocks after WSDC. A case of an engineering application was analyzed, and the results showed that the modified Hock-Brown failure criterion is useful. Under similar WSDC-influenced engineering and geological conditions, rock mass strength parameters required for analysis and evaluation of rock slope stability can be estimated according to this modified Hoek-Brown failure criterion.

Effects of Initial Static Shear Stress and Grain Shape on Liquefaction of Saturated Nanjing Sand

This paper mainly investigates the effects of initial static shear stress and grain shape on the liquefaction induced large deformation of saturated sand under torsional shear.Nanjing sand,mainly composed of platy grains,is tested with different initial static shear stress ratio(SSR)using a hollow column torsional shear apparatus.The tests find that the saturated Nanjing sand reaches full liquefaction under the superposition of initial static shear stress and cyclic stress for both stress reversal and non-reversal cases.However,it requires a large number of loading cycles to reach full liquefaction if stress reversal does not occur.With increasing the initial static stress,the large deformation of the Nanjing sand should mainly induced by the cyclic liquefaction firstly under a smaller initial shear stress,and then it should be induced by the residual deformation failure.The critical point occurs approximately when the initial shear stress is close to the amplitude of the cyclic shear stress.Meanwhile,it shows that grain angularity increases the liquefaction resistance when the initial static shear stress is zero.A small initial static shear stress causes the larger loss of liquefaction resistance for angular sand than rounded sand.At a high initial SSR,the angular sand is more resistant to the large residual deformation failure than the rounded sand.

Prediction Model for Fatigue Stiffness Decay of Concrete Beam Based on Neural Network

With the method of neural network, the processes of fatigue stiffness decreasing and deflection increasing of reinforced concrete beams under cyclic loading were simulated. The simulating system was built with the given experimental data. The prediction model of neural network structure and the corresponding parameters were obtained. The precision and results were satisfied and could be used to investigate the fatigue properties of reinforced concrete beams in complex environment and under repeating loads.

Effect of Salinity Stress on Capsicum annuum Callus Growth, Regeneration and Callus Content of Capsaicin, Phenylalanine, Proline and Ascorbic Acid

The present research was conducted to study salinity effect on callus growth and regeneration from the local Chilli pepper cultivar as well as calli content of capsaicin, phenylalanine, proline and ascorbic acid. The results showed that the Pericarp gave the highest fresh and dry weight of 511.6 mg and 56.95 mg respectively at 9 dSm-1 compared with other interactions. Moreover the lowest fresh and dry weight was recorded for the root calli grown at 12 dSm-1. The highest regeneration percentage was 87.20% at 3 dSm-1 and the lowest was 6.70% at 9 dSm-1. For explant effect on regeneration, the highest percentage was 71.1% for shoot tips and the lowest was 23.30 % from the pericarp. However no plants were regenerated at 12 dSm-1 from all explants and at 9 dSm-1 from calli induced from roots, placenta and pericarps. Calli induced from Pericarp contain significantly higher Proline amount at 12 dSm-1 which was 34.65 μg/g and the lowest was 2.57 μg/g at 3 dSml. Moreover Phenylalanine ranged from 28.23 μg/g at 3 dSml and 41.50μg/g at 12 dSm1. While a wide range between the explants in the Ascorbic acid amount was recorded. The highest was 47.21 μg/g from the Placenta calli and the lowest was 0.98 μg/g from the Shoot tip calli. On the other hand calli produced from Placenta gave the highest amount of Capsaicin 53.11 μg/g at 9 dSm-1 which was not significantly different than the placenta and the pericarp at 12 dSml and the shoot tips, placenta and the pericarp at 9 μg/g. In conclusion Chili pepper callus tolerated salinity via the accumulation of Ascorbic acid, Proline, Phenylalanine and Capsaicin. Moreover Chili Pepper grown In vitro under salt stress contained high amount of Capsaicin the important pharmaceutical compound. Finally pepper plants were regenerated from salt stressed calli might be salt tolerant under field conditions.

我的运动抗癌法

生命在于运动。本文作者通过运动与癌症进行了顽强的抗争。几年以来,他不仅拯救了自己的生命,而且还总结了自己的锻炼心得,愿与同样身患癌症的朋友们共享。

孙燕姿假期完成与未完成

730天,连出5张专辑,举办两场试听会,拍了10多部广告,期间只间断享受了两星期可怜的假期,知道这个大忙人是谁吗?这就是孙燕姿出道两年以来的生活写照。累坏了。于是,去年底,小妮子终于决定好好给自己放个长假,享受人生。而目的,当然不是远离是非,是让事业更上一层楼！放假期间,她的足迹遍布纽约。