征求意见稿

• The author agree that habitio is provided in real right for use and profits parts as an independent chapter in the daft . however , the provision in the draft is too gross . the specific suggestion to the habitio in the
  文章认为《物权法征求意见稿》关于居住权的规定过于粗糙，对《物权法》中关于居住权应规定的内容提出了详细的建议，作为本文的总结。
• Whereas this , china securities supervise committee has issued the draft about establishing independent director institution . independent director must be more than one third in the public company
  鉴于此，中国证监会日前发布《关于在上市公司建立独立董事制度的指导意见》的征求意见稿，文件中规定在上市公司董事会成员中应当有三分之一以上为独立董事。
• The paper introduces the evaluation index system for the academic library in beijing area , its research background , procedure and thoughts , as well as its differences from the general academic library evaluation index systems ( draft )
  摘要介绍《北京地区高校图书馆评估指标体系》的研制背景、研制过程、研制思路及其与《普通高等学校图书馆评佑指标（征求意见稿） 》的区别之处。
• The second phase , which has already begun , is examining more fundamental questions about the presentation of information in financial statements and the iasb expects to publish a discussion paper on the subject within the next six months
  第二阶段目前也已经开始，在这一阶段，双方将研究财务报表信息列报方面更为原则性的问题， iasb期待在未来六个月中能就这一主题发布征求意见稿。
• The administrative license law is being drawn up by the standing committee of the national people " s congress and the sketch of soliciting comments for the law has also been dilivered to broad legal theorists and judges for further comments - soliciting
  全国人大常委会正在起草《行政许可法》 ， 《行政许可法》征求意见稿已印发全国，向广大法学理论工作者和审判实务工作者广泛征求意见。
• The last part , chapter 6 , is comparison of income tax st andards ( ed ) with ias12 and give some suggestions for setting up our standards , including the necessary of publishing chinese income tax accounting standards as soon as possible , analysis the chinese exposure draft of income tax accounting
  第六章进行所得税会计准则比较与思考，提出我国所得税会计准则尽快公布的必要性，我国所得税会计准则征求意见稿分析，制定我国所得税会计准则的四点思考。
• The third chapter compares our segment report with the international convention . iasb and fasb revised segment report standard in 1997 . the treasury department set down < < corporation account standard - - segment report > > in 11 / 10 / 2001 , plan to put in practice in 1 / 1 / 2003 . the article introduces the international new standard " s character . anticipates to help for establishing our standard
  会计准则委员会仆犯）邵于19盯年修订了分部报告准则，财政部于20m门厂m日拟订《企业会计准则一分部报告》 （征求意见稿） ，计划于2003年1月1日起施行，本文对国际卜新准则的一些特点及执行情况作一介绍，以期对我国的准则制定有一借鉴作用。
• The articles stipulating the applicable scope and charging percentage of risk representation of the measures on the administration of attorney fees ( soliciting opinions version ) jointly drafted by the national development and reform commission and the ministry of justice are subjected to widespread objection upon publication in october 2005
  国家发改委,司法部联合草拟的< <律师服务收费管理办法> > (征求意见稿)在2005年10月公布后, < <办法> >中涉及风险代理适用范围,收费比例的条款备受争议。
• Then the coupling beams with new reinforcement layout were made an inquiry into , and the improvement on the seismic behavior by coupling beams diagonally reinforced with a few rows in end regions was found out at last , based on the observations of the experimental phenomena and the analysis of the measurement result , and by the comparison of seismic behavior by making use of hysteretic response , ductility and energy dissipation behavior , a conclusion is presented : the code for design and construction of reinforced concrete high - rise structures ( the draft asked for advise hi 2000 ) ca n ' t ensure that the coupling beams have fairly good seismic ductility ; the result of improvement of the seismic ductility of the coupling beams by the increase hi stirrups besides the strengthen of longitudinal detailing reinforcement was n ' t obvious ; the coupling beams diagonally reinforced with a few rows in end regions have fairly good mechanisms , and the ductility and the behavior of energy dissipation are better than conventionally reinforced concrete coupling beams , so it is suitable to te tised in short coupling beams
  本文通过对三根小跨高比(均为l h = 1 . 0 )剪力墙洞口连系梁在低周反复荷载作用下的试验，了解了严格按《钢筋混凝土高层建筑结构设计与施工规程》 ( 2000年征求意见稿)设计的连梁具有的抗震性能，研究了采取增大连梁配箍量同时加强纵向构造筋的方案对抗震性能的影响，并进一步对新的配筋形式的连梁进行了探讨，了解了在连梁梁端配置多排交叉斜筋方案对连梁抗震性能的改善。通过对试验现象的观察和量测结果的分析，利用荷载?位移滞回曲线、延性和耗能性能等指标对各个试件的抗震性能进行了比较，最后得出结论： 《钢筋混凝土高层建筑结构设计与施工规程》 ( 2000年征求意见稿)不能保证小跨高比连梁具有较好的抗震延性：通过增大连梁配箍量同时加强纵向构造筋的方案对改善连梁的抗震延性的效果不太明显；梁端配置多排交叉斜筋的连梁具有相对较好的受力性能，其延性和耗能性能等各项性能指标均优于普通配筋连梁，宜在深连梁中采用。
• The author redesigned the common concrete beams and carried out a comparative analysis to the existing beams according to the specification for design of reinforced concrete and prestressed concrete highway bridges and culverts ( jtj023 - 85 ) , the specification for design of reinforced concrete and prestressed concrete highway bridges and culverts ( informal version for advices ) and relevant rules of its matching stipulations , light aggregate concrete bridge technology stipulations ( ( informal version for advices ) and on the basis of prestressed concrete theory . the thesis emphasized on the research of the variation of the concrete , prestressing tendon quantities , their spans , beams " height and their rigidity of both the designed beams and the existing beams , and obtained the quantitative results from above research
  采用hslc置换梁体中的普通混凝土，并运用预应力混凝土理论，依据《公路钢筋混凝土及预应力混凝土桥涵设计规范》 ( jtj023 - 85 ) ， 《公路钢筋混凝土及预应力混凝土桥涵设计规范》 (征求意见稿)和与之配套编制的《轻骨料混凝土桥梁技术规程》 (征求意见稿)的有关规定，对上述普通混凝土梁进行了重新设计并与既有梁进行了对比分析，得出了设计梁与既有梁在混凝土及预应力筋用量、跨度、梁高以及刚度等方面的变化情况，得到了定量结果。