無效的限定符 的英文怎麼說
中文拼音 [wúxiàodexiàndìngfú]
無效的限定符
英文
error 121 invalid qualifier- 無 : 無Ⅰ動詞(沒有) not have; there is not; be without Ⅱ名詞1 (沒有) nothing; nil 2 (姓氏) a surn...
- 效 : Ⅰ名詞(效果; 功用) effect; efficiency; result Ⅱ動詞1 (仿效) imitate; follow the example of 2 ...
- 的 : 4次方是 The fourth power of 2 is direction
- 限 : Ⅰ名詞(指定的范圍; 限度) limit; bounds Ⅱ動詞(指定范圍, 不許超過) set a limit; limit; restrict
- 定 : Ⅰ形容詞1 (平靜; 穩定) calm; stable 2 (已經確定的; 不改變的) fixed; settled; established Ⅱ動詞...
- 符 : Ⅰ名詞1 (符節) tally (with two halves made of wood bamboo jade metal issued by a ruler to gener...
- 無效 : of no avail; to no avail; invalid; null and void; nullity (合同等的); in vain; unavailability; ...
- 限定 : prescribe [set] a limit to; limit; restrict; determine; define; qualify
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A method parameter has an invalid id qualifier
方法參數具有無效的id限定符。Referring to three kinds of plan irregularity, structures individually with four kinds of irregularity as eccentricity in one direction, eccentricities in two directions, re - entrant corner irregularity and diaphragm discontinuity have been analyzed to investigate the relationship between torsion effects and parameters of above irregular structures. the parameters and the schemes for determining the scope of structures with different kind of irregularity considering seismic action in two directions simultaneously are proposed, some conclusions have been get as following : it is indicated by the analysis results that torsion effect has no dependency relation with eccentric torsional angel adopted in code for seismic design for buildings. it is suggested that the eccentric torsional angel should not be take as the parameter of torsion effect of structures considering seismic action in two directions simultaneously ; for the structures with regular plan and elevation and with eccentricity in one direction due to irregular mass layout, the relative eccentricity can be take as the parameter of torsion effect of structures considering seismic action in two directions simultaneously ; for the structures with regular plan and elevation and with eccentricities in two directions due to irregular mass layout, the ratio of relative eccentricities in two directions and the angel of them can be take as the parameters of torsion effect of structures considering seismic action in two directions simultaneously ; it is indicated by the analysis results that the torsion effect has no dependency relation with re - entrant corner ratio adopted in code for seismic design for buildings as
所取得的主要結論有:結構的扭轉效應與《抗震規范》所採用的扭轉不規則指標即偏心扭轉角之間的相關性較差,偏心扭轉角不宜作為判斷結構是否計及扭轉效應及需考慮雙向水平地震作用的界定指標;對于樓層間均勻偏心的多層單向偏心結構,建議採用相對偏心距作為需考慮雙向水平地震作用的界定指標,並給出針對不同平面尺寸的界限相對偏心距;對于樓層間均勻偏心的多層雙向偏心結構,建議採用兩個主軸方向的相對偏心距及其夾角作為界定指標,結合單向偏心結構的界定方案進行需考慮雙向水平地震作用的結構范圍界定;凸凹不規則結構的扭轉效應與凸凹比例無正相關關系, 《抗震規范》要求所有平面布置不對稱的凸凹不規則結構計及扭轉效應的規定欠妥當,建議凸凹不規則界限值從30改為15 ,只要求分析採用空間模型比較合適; 《抗震規范》關于有效樓板寬度較小的結構需計及扭轉效應的規定很有必要,樓板局部不連續的結構需採用符合樓板實際剛度的計算模型予以分析,可使用相對偏心距(及其夾角)參照單向(和雙向)偏心結構的界定方案,界定樓板局部不連續結構是否需要計入雙向水平地震作用下的扭轉效應。When the corporate cont ribution is above the statutory minimum requirement, but below the registered capital amount filed with the registration authority, and is insufficient to satisfy the minimum capital requirement demanded by the potential business risks accrued to specific industry or size of the corporation, serious under capitalization shall be deemed to exist. in this case, the doctrine of piercing corporate veil shall be applied, and the shareholders shall be held liable for the debt of the corporation. when other circumstances of insufficient contribution made by the shareholders occur, the creditors may demand such shareholders to make up the contribution to the extent of the difference between the amount of the capital already made by the shareholders and the amount of the capital the shareholder subscribed
在股東出資瑕疵而使公司資本低於法律規定的最低資本額時,屬于設立瑕疵,宣布公司設立無效或撤銷公司登記,全面、永久、徹底否認公司人格,股東承擔無限連帶責任;公司資本已經達到法律規定的最低資本額但與在登記機關實際登記的資本不相符,並且不能滿足公司所從事的行業或規模對經營風險的最低要求時,則認定公司資本顯著不足,適用公司法人格否認法理,在個案中責成股東承擔無限連帶責任;在股東出資瑕疵的其他情形下,賦予債權人越過公司直接向股東追繳出資的權利,但債權人行使請求權的范圍為股東已經繳納的出資額和其認購的資本領之差額。
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