人力資源開發(fā)與管理的論文中英文摘要(完整版)
【正文】 應(yīng)直接管理企業(yè)，直接干預(yù)企業(yè)的生產(chǎn)經(jīng)營活動，不得隨意截留企業(yè)的權(quán)利，使企業(yè)真正成為自主經(jīng)營、自負(fù)盈虧、自我發(fā)展、自我約束的法人實(shí)體和市場競爭的主體。二是大量裁減專業(yè)經(jīng)濟(jì)部門和各種行政性公司，發(fā)展社會中介組織。根據(jù)聯(lián)合國科教文組織提供的研究結(jié)果，勞動生產(chǎn)率與勞動者文化程度呈指數(shù)曲線關(guān)系，如與文盲相比，小學(xué)畢業(yè)可提高勞動生產(chǎn)率43％，初中畢業(yè)108％，大學(xué)畢業(yè)提高300％。（二）合理配置。陷入上述誤區(qū)的根本原因是受傳統(tǒng)人事管理模式的影響，對人力資源開發(fā)管理缺乏正確的認(rèn)識。據(jù)有關(guān)權(quán)威部門統(tǒng)計，我國企業(yè)家創(chuàng)新的綜合素質(zhì)水平在世界46個主要國家中僅列在第41位，能勝任的高級管理人員及開發(fā)市場的素質(zhì)能力列在倒數(shù)第一位。二、國有企業(yè)人力資源開發(fā)與管理現(xiàn)狀及存在的問題人力資源的管理與開發(fā)，是當(dāng)前所有組織面對的現(xiàn)實(shí)問題?！娟P(guān)鍵詞】人力資源；開發(fā)；管理。數(shù)據(jù)庫。人們越來越認(rèn)識到計算機(jī)強(qiáng)大的信息模塊處理功能，使之成為信息產(chǎn)業(yè)的基礎(chǔ)和支柱。最后從基礎(chǔ)建設(shè)、人才建設(shè)以及思想觀念等幾方面提出了應(yīng)如何加強(qiáng)電子商務(wù)化企業(yè)人力資源管理建設(shè)的建議。其次針對企業(yè)的選人，用人，育人，留人四方面進(jìn)行了電子商務(wù)條件下的人力資源管理的策略分析闡述。本文提出將結(jié)構(gòu)的第一振型荷載模式改進(jìn)為兩階段加載模式，高階振型荷載模式保持固定不變，對結(jié)構(gòu)進(jìn)行改進(jìn)的模態(tài)Pushover分析。關(guān)鍵詞：Pushover方法；能力譜方法；模態(tài)Pushover分析；水平荷載模式；滯回耗能Improvements on Pushover Analysis ProcedureMao JianmengABSTRACTHow to select the adequate procedure for seismic analysis and design of structures is an essential problem in earthquake engineering the development of Performancebased Seismic Design, Pushover Analysis procedure has attracted many scientists’ and engineers’ attentions and been widely used for its conceptual simplicity and putational overe the limitation of Pushover Analysis procedure, some improvements on this procedure were performed in this paper, including the improvement on Modal Pushover Analysis, the revision of target displacement from the pushover analysis for reinforced concrete frame, the correlation of structural response parameters with different lateral load patterns, and the putation of the structural hysteretic energy based on Modal Pushover Analysis main contents of this dissertation are as is an important assumption that the pushover load patterns keep unchanged even after the structure yields in Modal Pushover Analysis the adoption of invariable lateral force distributions in the Modal Pushover Analysis procedure, an improved modal pushover analysis procedure is presented in this paper to estimate the seismic demands of structures, considering the redistribution of inertia is suggested that after establishing the idealized bilinear curve, a pushover analysis is once again conducted for the first mode in two phases: before and after the structure the two phases, the structural elastic natural mode and the floor displacement vector at the initial yielding point are used as the displacement shape vector, approximately estimating method of displacement of reinforced concrete(RC)frame from static pushover analysis(POA)is developed with that from nonlinear response history analysis(RHA).Based on the statistic analyses of the RHA and POA results for five RC frames with
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