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at full length相关的网络例句

查询词典 at full length

与 at full length 相关的网络例句 [注:此内容来源于网络,仅供参考]

And quivering awhile among the draperies of the room, it at length rested in full view upon the surface of the door of brass.

它在黑色的帷幔间哆嗦了一会儿,最后终于在黄铜大门的表面上附定。

By extending the VBG external cavity length, and inserting a convex cylindrical lens between external cavity and LDA for transmiting. Phase-locked of external cavity is achieved by tilting of Bragg Grating external cavity. Experiment studied the stability of the in-phase mode far-field output at 35A. Wavelength is locked at 802 nm. The Full-Width Half-Maximum of locked specrum narrowed to 0.2 nm and the corresponding far-field divergence angle is 1.8 mrad.

通过拉长VBG外腔腔长,在VBG外腔和LDA中间插入平凸柱面透镜,采用偏转体布拉格光栅外腔进行外腔锁相研究,在注入电流35A时,获得稳定的同相单瓣模远场输出,波长锁定在802nm,中心主瓣峰值半宽压窄到0.2nm,对应的远场发散角为1.8mrad。

This single Stick, which you now behold ingloriously lying in that neglected corner, I once knew in a Flourishing State in A Forest, it was full of Sap, ful l of Leaves, and full of Boughs; but now, in vain does the busie Art of Man pret end to Vye with Nature, by tying that wither'd Bundle of Twigs to its sapless Tr unk;'tis now at best but the Reverse of what was, a Tree turn'd upside down, th e Branches on the Earth, and the Root in the Air;'tis now handled by every Dirt y Wench, condemn'd to do her Drudgery, and by a Capricious kind of Fate, destin' d to make other Things Clean, and be Nasty it self: At Length, worn to the Stumps in the Service of the Maids,'tis either thrown out of Doors, or condemn'd to its last use of kindling Fires.

请看看这根扫帚把,它现在灰溜溜地躺在偏僻的角落,而以前我曾在树林里碰见过它,那时它风华正茂,汁液充沛,枝叶繁盛。如今它完全变了样,却还有人自作聪明,想靠人类的手工同大自然竞争,拿来一束枯枝捆在它那早已干瘪的身上,结果是枉费心机,不过颠倒了它原来的位置,使它枝干朝地,根梢朝天,成为一株头朝下的树,然后落在干脏活累活的女仆们的手里使用。从此它受命运的摆布,把别人打扫干净,而自己却变得又脏又臭,在女仆们手里折腾多次之后,最后被扔出门外,或者作为引火的柴禾被投进火里。

It was full sap, full of leaves, and full of boughs, but now in vain does the busy art of man pretend to vie with nature, by tying that withered bundle of twigs to its sapless trunk, it is now at best but the reverse of what it was ,a tree turned upside down, the branches on the earth,and the root in the air, it is now handled by every dirty wench, condemned to do her drudgery, and, by a capricious kind of fate, destined to make other things clean, and be nasty itself, at length, worn to the stumps in the service of the maids, it is either thrown out of doors or condemned to the last use —kindling afire.

如今变了样,却还有人自作聪明,想靠手艺同大自然竞争,拿来一束枯枝捆在它那已无树液的身上,结果枉费心机,不过颠倒了它原来的位置,使它枝干朝地,根梢向天,成为一株头冲下的树,归在任何干苦活的脏婆子的手里使用,从此受命运摆布。把别人打扫干净,自己却落得个又脏又臭,而在女仆们手里折腾多次之后,最后只剩下根株了,于是被扔出门外,或者作为引火的柴火烧掉了

A pot experiment was conducted with two soybean varieties (Di2003-1 and Hefeng25) and two main soil types in Heilongjiang Province to study the interactive effects of variety and soil type on the root morphology and nodule traits of soybean plants. Root samples were collected at the fifth trifoliolate stage, bloom-beginning stage, pod-beginning stage, full pod stage, seed-beginning stage, full seed stage, and full maturity stage for the analysis of root dry mass, root length, root surface area, average root diameter, nodule number, nodule fresh mass, and mass per nodule.

选取黑龙江省2种主要农田土壤类型和2个大豆品种(滴2003-1和合丰25),采用盆栽试验,分别于大豆第5片复叶展开期、初花期、结荚初期、结荚盛期、鼓粒初期、鼓粒期和完熟期取样,进行根系形态(根干质量、根长、根表面积和平均根直径等)和根瘤性状(根瘤数、根瘤鲜质量和单个根瘤质量)的动态分析,以研究品种和土壤类型对大豆根系形态特征的影响。

This vector volmeter still can be in full span + 180 to - 180 degrees inside gauge the phasic difference between two inputs passageway with at least 0.1 degrees of resolution, accordingly it can be used at another to be measured thoroughly, be like electric length, phase distortion or impedance.

该矢量电压表还能够在全量程+180至-180度内以至多0.1度分辨率测量两个输入通道之间的相位差别,是以它可用于另一套破碎的测量,如电长度、相位失真或阻抗。

Where the Purchaser under this Agreement is not the assignee personally executing the Assignment of the Property from the Vendor, the Purchaser is hereby required to disclose such information as will enable the Vendor to set out at length in the Assignment full details (including identity card numbers and full addresses) of all confirmors, nominees, sub-purchasers or other intermediate parties who had purchased or sold the Property or any interest therein by any means whatsoever and the full monetary price or other consideration and including any commissions, reservation or agents fees or any other amount which any of the parties knows has been paid or given to any person in connection with any intermediate transaction in addition to the consideration payable to the Vendor for the assignment under this Agreement, and in the event of the failure of the Purchaser and any other intermediate party failing to provide the required information to the satisfaction of the Vendor, the Vendor may notwithstanding anything to the contrary contained in Clause 5 hereof refuse to complete the assignment in favour of any assignee other than the Purchaser under this Agreement without incurring any liability for damages or otherwise to the Purchaser or any of the intermediate parties, whether disclosed or not.

2买方如并非亲自签立卖方转让契的承让人,则须披露足够资料,使卖方能在转让契详列所有以任何方式购买或售卖本物业或其中任何权益的确认人、代名人、转购人或其他居间者全部细节(包括身份证号码及详细地址)、十足价款或其他代价,包括佣金、权益保留金、代理费或据任何一方所知,除根据本协议为转让契应向卖方支付的代价外,任何其他已就居间交易向任何人士缴付或付出的金额。倘买方及任何其他居间者未能提供所需资料令卖方满意,则即使第5条有相反规定,卖方仍可拒绝根据本协议向买方以外的任何承让人完成转让,而无须向买方或任何居间者作出赔偿或承担任何法律责任。

This paper takes the advantages of FPGA"s regular routing resources to judge the crucialities of each net to be routed, aims at determining the routing order,which greatly helps to improve the routability based on area-constrained and reduce time cost at the same time. When taking nets" high demand for delay into account, this paper takes full use of mid-length segments.This paper builds an NCJ algorithm routing model, then showes a router consists of NCJ global router and SEGA detailed router which is implemented by C++ program language.

本文充分利用FPGA芯片本身具有的固定的规则的布线资源这一特点,提出在对每一个线网布线之前将待布的线网进行关键性分析,再根据关键性大小对关键性相对大的线网进行布线,即NCJ算法;此算法有效地在保证芯片性能的同时,提高了布线资源的利用率,同时考虑到深亚微米时布线时延是影响芯片性能的一个重要因素,因此充分利用芯片的中长线布线资源以减少通过编程开关的几率。

Such parameters as the percentage of ordinary reinforcment, amounts and configuration of unbonded prestressed tendons, the ratio of span to depth and the loading patterns were considered. Based on the results, the fomula for the eqivalent length of deformation zone on the beams at ultimate were developed. A simple formula was developed for the ultimate mid-span deflection of concrete beams with concept of equivalent length of deformation zone, and the deformation of beam before internal reinforcement yielding was predicted by the traditional formula for the deformation of partically prestressed concrete beam. Then an analytical model was deduced for analyzing the ultimate stress increment in those concrete beams prestressed with external or internal unbonded tendons based on the mid-span deflection.(4) Testes were carried out on a thin-walled concrete box beam presressed with external CFRP tendons to study its short-term performances under uniform load, long-term behaviors under uniform load, and full-time performance under four-point load in turn.

3以体内非预应力钢筋配筋率、体外预应力筋配筋率、体外预应力筋布置形式、预应力度、跨高比、荷载形式等为参数,用非线性分析程序对体预应力筋混凝土梁进行了参数分析,依据分析结果提出了以综合配筋指标和预应力度为参数的等效变形区长度的计算公式,进而提出了基于等效变形区长度的极限挠度计算公式;体内非预应力钢筋屈服前的挠度计算采用常用的部分预应力混凝土梁挠度计算公式;依据试验和非线性数值计算结果,将不同转向块布置形式的体外预应力混凝土梁简化为跨中一个转向块的体外预应力混凝土梁,推导了基于跨中挠度的体外预应力筋应力增量的简化计算公式。

Such parameters as the percentage of ordinary reinforcment, amounts and configuration of unbonded prestressed tendons, the ratio of span to depth and the loading patterns were considered. Based on the results, the fomula for the eqivalent length of deformation zone on the beams at ultimate were developed. A simple formula was developed for the ultimate mid-span deflection of concrete beams with concept of equivalent length of deformation zone, and the deformation of beam before internal reinforcement yielding was predicted by the traditional formula for the deformation of partically prestressed concrete beam. Then an analytical model was deduced for analyzing the ultimate stress increment in those concrete beams prestressed with external or internal unbonded tendons based on the mid-span deflection.(4) Testes were carried out on a thin-walled concrete box beam presressed with external CFRP tendons to study its short-term performances under uniform load, long-term behaviors under uniform load, and full-time performance under four-point load in turn.

3以体内非预应力钢筋配筋率、体外预应力筋配筋率、体外预应力筋布置形式、预应力度、跨高比、荷载形式等为参数,用非线性分析程序对体预应力筋混凝土梁进行了参数分析,依据分析结果提出了以综合配筋指标和预应力度为参数的等活动房效变形区长度的计算公式,进而提出了基于等效变形区长度的极限挠度计算公式;体内非预应力钢筋屈服前的挠度计算采用常用的部分预应力混凝土梁挠度计算公式;依据试验和非线性数值计算结果,将不同转向块布置形式的体外预应力混凝土梁简化为跨中一个转向块的体外预应力混凝土梁,推导了基于跨中挠度的体外预应力筋应力增量的简化计算公式。

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