王加维教授治疗子宫腺肌症的经验

王加维教授是湖北中医药大学硕士研究生导师、武汉市中医院妇科主任，从医30载，善于运用中医药治疗月经病、不孕症、围绝经期综合征等妇科病症，笔者有幸跟师临诊，受益颇深，现将老师治疗子宫腺肌症经验简介绍如下。

王加维中药治疗卵巢囊肿案

王加维教授系武汉市中医医院妇科主任、湖北中医药大学中医妇科专业硕士研究生导师，从医30多年，临床经验丰富，擅长中医辨证治疗多种妇科疾病。笔者有幸侍诊，发现王教授辨证施治子宫肌瘤、卵巢囊肿等方面颇有特色。

王加维教授治疗外阴白色病变经验

外阴白色病变是指女性外阴皮肤和黏膜组织发生变性及色素改变的一组慢性疾病。曾被称为外阴白斑、慢性外阴营养不良等[1]。多表现为外阴瘙痒、外阴皮肤粘膜发白、粗糙、增厚皲裂、溃疡、弹性减退,甚至大小阴唇萎缩消失,阴道口狭窄,性交疼痛,性交困难。其病程长,复发率高,是一种常见的妇科疑难病。本病在祖国医学中属"阴痒"、"阴疮"、"阴蚀"、"阴痛"等范畴,病发于外阴。中国传统医学认为此病的发生,与肝、脾、肾三脏及冲脉、任脉、督脉、带脉密切相关。肝经湿热、肝肾阴虚是其最常见的证型。[2]

王加维治疗崩漏的经验

王加维教授是武汉市中医医院妇科主任、湖北中医药大学硕士研究生导师,善于运用中医药治疗各种妇科疑难病症,笔者有幸侍诊,对老师运用补肾益气化瘀法治疗崩漏的体会颇深,现介绍如下。1补肾固本,分期论治王师认为,无论病起何脏,＂四脏相移,必归脾肾＂,＂五脏之伤,穷必及肾＂,且肾藏精,主生殖,为冲任之本、气血之根,＂胞络系于肾＂,＂经本出于肾＂,故补肾是治疗崩漏的重要方法。

王加维教授补肾化痰法治疗更年期躁狂的经验点滴

更年期是指妇女从生殖期过渡到非生殖期的年龄阶段。在这个时期,女性卵巢功能逐渐衰退,雌激素水平下降,引起植物神经的紊乱代谢障碍,而出现一系列的临床症状群,称为更年期综合征。其临床症状的表现形式多种多样,程度轻重不一,而更年期妇女出现情志躁狂者也有不少,常常表现为情绪激动、性急如狂、躁扰不宁、心烦易怒、夜寐不安、自觉胸中如一团积火等临床症状。

非那根加维丁钙注射液天突穴位注射治疗小儿支气管炎的效果观察

目的:观察非那根加维丁钙注射液天突穴位注射治疗小儿支气管炎的临床疗效。方法:选择100例慢性支气管炎患者,随机分为对照组与治疗组。对照组用口服西医药物疗法对症治疗,治疗组在常对照组基础上用非那根加维丁钙注射液天突穴位注射进行治疗。对小儿支气管炎患者急性发作期的症状缓解时间以及临床疗效与再次复发的间隔时间进行观察对比。结果:治疗组总有效率94%,对照组总有效率78%,两组疗效比较差异有统计学意义(P<0.05)。结论:非那根加维丁钙注射液天突穴位注射治疗小儿支气管炎,可明显提高慢性鼻窦炎临床治疗的效果,应该是本病治疗值得重视的方向。

拜阿司匹林加维C泡腾片中两种有效成分及有关物质的HPLC法测定

建立了高效液相色谱法测定拜阿司匹林加维C泡腾片中的2个有效成分（阿司匹林、维生素C）及有关物质（水杨酸、糠醛）。采用HypersilC18色谱柱，以甲醇：5mmol／L四丁基氢氧化铵（以冰乙酸调至pH4．5）为流动相，梯度洗脱，检测波长247n／iq。维生素C、糠醛、阿司匹林和水杨酸分别在24～480、0．5～10、40～800和0．8～16μg／ml浓度范围内线性关系良好，平均回收率分别为100．2％、100．3％、100．2％和99．9％，RSD分别为1．07％、0．85％、0．81％和0．77％。

王加维治疗围绝经期综合征经验

围绝经期综合征,是指妇女在绝经前后一段时期内因不适应内分泌的变化而表现出的一系列证候群,如月经紊乱、烘热汗出、腰膝酸软、面红潮热、烦躁易怒、心悸失眠、眩晕耳鸣、皮肤感觉异常甚或情志异常等。中医学将其命名为＂经断前后诸证＂,

加维-格里菲思科学交流模型及其数字化演进

加维-格里菲思模型是由科学家总结概括的最早的科学交流模型,作为许多科学交流模型中的一种,受到同行的关注和肯定。但模型没有涉及信息技术的应用,随着现代信息技术的发展和广泛应用,Hurd依据网络环境下电子交流的增加和新的技术元素的应用多次对G-G模型进行了修正,并提出新的模型。对科学交流的G-G模型从原型到现代模型的沿革进行追踪,通过对G-G模型变革的梳理,以明析科学交流系统的发展历程。

王加维运用黄体酮联合中药治疗崩漏经验

王加维是武汉市中医院的名老中医,湖北中医药大学的研究生导师,尤擅长辨证治疗各种疑难杂病,重视月经的特殊生理分期,用药注重周期疗法而效果显著。笔者有幸侍诊左右,受益匪浅,现将吾师治疗崩漏的经验整理如下。1典型病例胡某,女,43岁,已婚育。2014年11月17日初诊。主诉：阴道不规则出血20余天。月经紊乱半年余,末次月经10月23日,经初量多,继之量少,

Solution for Output Coordination Equations of Several Typical Parallel Six-Dimensional Acceleration Sensing Mechanisms

Aiming at the problem that it is difficult to generate the dynamic decoupling equation of the parallel six-dimensional acceleration sensing mechanism,two typical parallel six-dimensional acceleration sensing mechanisms are taken as examples.By analyzing the scale constraint relationship between the hinge points on the mass block and the hinge points on the base of the sensing mechanism,a new method for establishing the dynamic equation of the sensing mechanism is proposed.Firstly,based on the scale constraint relationship between the hinge points on the mass block and the hinge points on the base of the sensing mechanism,the expression of the branch rod length is obtained.The inherent constraint relationship between the branches is excavated and the branch coordination closed chain of the“12-6”configuration is constructed.The output coordination equation of the sensing mechanism is successfully derived.Secondly,the dynamic equations of“12-4”and“12-6”configurations are constructed by the Newton-Euler method,and the forward decoupling equations of the two configurations are solved by combining the dynamic equations and the output coordination equations.Finally,the virtual prototype experiment is carried out,and the maximum reference errors of the forward decoupling equations of the two configuration sensing mechanisms are 4.23%and 6.53%,respectively.The results show that the proposed method is effective and feasible,and meets the real-time requirements.

多面阿尔加维

阿尔加维是葡萄牙南端的一个大区,也是历史省份之一,其对应省为法罗省。在历史上,曾经与葡萄牙其他土地和巴西一起组成葡萄牙一巴西一阿尔加维联合王国。沿西班牙边界绵延160千米直至西部的圣文森特角,是葡萄牙的主要度假地,沿海散布着一些度假村、饭店和别墅。位于葡萄牙南端的阿尔加维,是天堂的形象,有着世界上最著名的洞穴沙滩。大自然的鬼斧神工让海边的悬崖形成了著名的阿尔加维洞穴,由于波浪对岩岸岸坡进行机械性的撞击和冲刷,岩缝中的空气被海浪压缩而对岩石产生巨大的压力,波浪挟带的碎屑物质对岩岸进行研磨,以及海水对岩石的溶蚀作用,造就了阿尔加维洞穴独特的美。

马尔科姆·X的早期思想轨迹

马尔科姆·X的早期思想主要是指他在黑人穆斯林期间的思想,比较偏颇、极端、激进和不切实际,其早期的黑人民族主义其实就是旧式的移民主义,基本上是一种“对外移民”、“内部建国”和“心理移民”的混合体。但把它放到当时的历史时空和语境下来看,也理应得到我们的理解乃至同情。

美国黑人的第一次大迁徙

美国黑人第一次人口大迁徙始于第一次世界大战爆发之后。战争刺激了美国的工业生产和经济繁荣。但也使美国劳动力市场的欧洲移民人数骤然锐减。美国北部工业劳动力的严重短缺为美国黑人的人口迁徙与阶级构成的改变提供了契机,黑人首次开始由南部农村大规模迁往北部工业城市,成为美国工业社会中的底层无产阶级。1916～1929年间约有150万黑人离开了南部农村。在这15年间,美国黑人的历史发生了巨大的变化,黑人开始踏上了城市化和无产阶级化的进程。同时,种族歧视与隔离在此期间却由南部的地区性问题蔓延为美国的全国性问题,黑人问题愈加复杂与尖锐。

Material driven workability simulation by FEM including 3D processing maps for magnesium alloy

The three-dimensional （3D） processing maps considering strain based on the two-dimensional （2D） processing maps proposed by PRASAD can describe the distribution of the efficiency of power dissipation and flow instability regions at various temperatures, strain rates and strains, which exhibit intrinsic workability related to material itself. Finite element （FE） simulation can obtain the distribution of strain, strain rate, temperature and die filling status, which indicates state-of-stress （SOS） workability decided by die shape and different processing conditions. On the basis of this, a new material driven analysis method for hot deformation was put forward by the combination of FE simulation with 3D processing maps, which can demonstrate material workability of the entire hot deformation process including SOS workability and intrinsic workability. The hot forging process for hard-to-work metal magnesium alloy was studied, and the 3D thermomechanical FE simulation including 3D processing maps of complex hot forging spur bevel gear was first conducted. The hot forging experiments were carried out. The results show that the new method is reasonable and suitable to determine the aoorooriate nrocess narameters.

Strengthening effects of BFRP on reinforced concrete beams

Reinforced concrete （RC） beams externally bonded with basalt fiber reinforced polymer （BFRP） are experimentally investigated by using different numbers of bonding plies, transverse anchorages as well as the initial conditions of strengthened beams. The performances of the BFRP strengthening are compared with those of the carbon fiber reinforced polymer （CFRP） and the glass fiber reinforced polymer （GFRP） under the same experimental condition. Experimental results indicate that the strength and ductility of the strengthened beam with two plies of the BFRP are improved remarkably than those with one ply. The strengthening effects of the BFRP lie between those of the CFRP and the GFRP. The BFRP strengthening is little influenced by pre-cracks of concrete. Most failures are caused by interfaciai debonding induced by flexural cracks in the experiment. Clamping of Uwraps along the whole beam is less efficient than endpoint anchorage for increasing the ultimate load of the strengthened beam. Finally, the models suggested by the five guidelines for predicting the debonding strain of the CFRP are extended to the BFRP and the conservative estimates of the debonding strain of the BFRP are given as well.

Experimental study on aseismic behaviors of Chinese ancient tenon-mortise joint strengthened by CFRP

In order to well protect Chinese ancient buildings, aseismic behaviors of Chinese ancient tenon-mortise joints strengthened by carbon fibre reinforced plastic （CFRP） are studied by experiments. Based on the actual size of an ancient building, a wooden frame model with a scale of 1 ： 8 of the prototype structure is built considering the swallow-tail type of tenon-mortise connections. Low cyclic reversed loading tests are carried out including three groups of unstrengthened structures and two groups of structures strengthened with CFRP. Based on experimental data, moment-rotation angle hysteretic curves and skeleton curves for each joint are obtained. The energy dissipation capability, stiffness degradation and deformation performance of the joints before and after being strengthened are also analyzed. Results show that after being strengthened with CFRP, the tenon value pulled out of the mortise is reduced; the bending strength and the energy dissipation capabilities of the joint are enhanced; stiffness degradation of the joint is not obvious; and the deformation performance of the joint remains good. Thus, the CFRP has good effects on strengthening the tenon-mortise joints of Chinese ancient buildings.

Durability of concrete beams reinforced with CFRP sheet under wet-dry cycles and loading

The test results of eight concrete beams reinforced with carbon fiber reinforced polymer （CFRP） sheets subjected to an aggressive environment under a sustained load are presented. The beams are 1 700 mm long with a rectangular cross-section of 120- mm width and 200-mm depth. The beams are precracked with a four-point flexural load, bonded CFRP sheets, and placed into wet-dry saline water（ NaCl） either in an unstressed state or loaded to about 30% or 60% of the initial ultimate load. The individual and coupled effects of wet-dry saline water and sustained bending stresses on the long term behaviour of concrete beams reinforced with the CFRP are investigated. The test results show that the coupled action of wet-dry saline water and sustained bending stresses appears to significantly affect the load capacity and the failure mode of beam strengthened with CFRP, mainly due to the degradation of the bond between CFRP and concrete. However, the stiffness is not affected by the coupled action of wet-dry cycles and a sustained load.

Seismic strengthening of reinforced concrete columns damaged by rebar corrosion using combined CFRP and steel jacket

In order to study the effectiveness of combined carbon fiber-reinforced polymer （CFRP） sheets and steel jacket in strengthening the seismic performance of corrosion-damaged reinforced concrete （RC） columns, twelve reinforced concrete columns are tested under combined lateral cyclic displacement excursions and constant axial load. The variables studied in this program include effects of corrosion degree of the rebars, level of axial load, the amount of CFRP sheets and steel jacket. The results indicate that the combined CFRP and steel jacket retrofitting technique is effective in improving load-carrying, ductility and energy absorption capacity of the columns. Compared with the corrosion-damaged RC column, the lateral load and the ductility factor of many strengthened columns increase more than 90% and 100%, respectively. The formulae for the calculation of the yielding load, the maximum lateral load and the displacement ductility factor of the strengthened columns under combined constant axial load and cyclically increasing lateral loading are developed. The test results are also compared with the results obtained from the proposed formulae. A good agreement between calculated values and experimental results is observed.