self-stiffness 中文意思是什麼

self-stiffness 解釋
固有剛度
  • self : n （pl selves ）1 自己；自身；本身；【哲學】自我；我。2 本性；本質。3 私利；私心，私慾。4 〈俗〉...
  • stiffness : 彈性剛度
  1. Some conclusions are drawn : 1 ) effect of inertial force from superstructures on the lateral seismic response of single pile can not be ignored ; 2 ) the lateral seismic response of single pile induced by far - field earthquake are mainly affected by acceleration mass of superstructure > site eigenperiod. it increases with the increment of accele ration and mass of superstructure. as the site characteristic frequency approaches the self - oscillation frequency of the pile, sympathetic vibration occurs and the value of lateral seismic response reaches maximum ; 3 ) as the stiffness ratio of pile to soil increase, the relative displacement of pile to soil increases ; 4 ) the lateral seismic response of fixed - head pile is much smaller than that of free - head pile

    將其解析解與具體的的抗震設防烈度和場地特徵周期結合起來，計算分析了成層地基中單樁的橫向地震響應，得到了以下結論： 1 ）上部結構慣性力對樁的橫向地震響應的影響不可忽略； 2 ）成層地基中的單樁的橫向地震響應主要受地震基本加速度、場地特徵周期、上部結構質量的影響，隨地震基本加速度、上部結構質量的增大而增大；場地特徵頻率越接近樁基自振頻率，樁基地震響應越大，等於自振頻率時，由於發生共振現象，樁基響應幅值最大； 3 ）樁土剛度比越大，樁土之間的相對位移的幅值越大； 4 ）樁頂固接的連接方式，可以有效地降低地震時單樁的橫向地震響應。
  2. Research on mechanical properties and stiffness analysis of self - damping steel - plate - laminated - rubber - bearing - isolation support

    自阻尼疊層橡膠隔震支座力學性能試驗研究及剛度分析
  3. In more severe cases, even increased spasticity, contracture, joint stiffness and deformity could result. it will highly hinder the limb mobility, and also increase the patient s chance of having chest infection and pressure sores. on the other hand, physiotherapy could improve patients limb function and self care ability through appropriate rehabilitation exercises and education about proper usage of assistive devices

    安排中風患者接受物理治療的目的，是保持肢體的活動能力及預防並發癥，否則，患肢不單會因缺乏活動而變得肌肉無力，嚴重者更會引致肌肉痙攣增加，甚至會有攣縮及關節僵硬和變形的情況，這樣既會大大減低患者的活動能力，還會增加其患上肺炎和肢體產生褥瘡的機會。
  4. The seams divide the wall into several units and the hollow shear wall of r. c w ith vertical seams has small self - weight, small stiffness and good ductility. due to having air insulation, it has good energy saving capability. so this new type shear wall structure will be a kind of ductile structure with advanced seismic behavior

    針對傳統剪力墻結構的弱點，本課題提出帶豎縫鋼筋混凝土空心剪力墻板結構，此種墻板在墻體上設有豎向縫隙，將整塊墻板分成若干墻肢單元，具有自重輕、剛度小、延性大的特點，由於墻板中間有空氣夾層，保溫、隔熱效果也較好，以此種墻板為主體的空心剪力墻結構體系是一種抗震性能優良的「延性剪力墻結構」 。
  5. Objective to study the collapse of biomolecules, focusing on the effect of the composition of chain, temperature and stiffness on the chains self - assembly

    摘要目的研究生物分子鏈的自組織坍塌過程；探討分子序列的組分、溫度和鏈的柔性對生物分子自組織過程的影響。
  6. Appling the hollow shear wall to multi - story and sub - high rise residences, these can be come into being that include reducing self - weight, stiffness, earthquake action, and improving ductile, saving material and energy, so building ' s integration economy target can be fallen

    將這種墻用於地震區的多層和小高層房屋，可以減輕自重，減小剛度，降低地震作用，提高延性，節約材料，並且節能效果好，降低了房屋的綜合經濟指標。
  7. Considering that the traditional cast - in - situ r. c. shear wall structure has such disadvantages as large self - weight, stiffness and seismic forces, poor ductility and energy wasting, the subject puts forward a new type of hollow shear wall of r. c. stucture with seams which has the advantages of not only high bearing capacity but also small self - weight, stiffness and good ductility and so on. it is a new kind of earthquake resistant and energy - saving structure

    針對傳統現澆鋼筋混凝土剪力墻結構自重大、剛度大、自振作用大、延性差以及保溫隔熱等建築節能性能差等諸多缺點，本課題對其進行改革，提出了一種新型的帶縫空心鋼筋混凝土剪力墻結構，此結構具有自重輕、剛度小、延性及變形能力好、耗能能力強等優點，是一種新型抗震、節能的承重結構。
  8. Based on the steel - concrete coordinating relations, element stiffness matrix of geometrically nonlinear analysis, formulas for self - stresses by temperatures and displacements, stresses of corresponding superfluous structures are further studied. furthermore, a new theory and method for structural geometrical nonlinearity and buckling analysis is put forward

    根據鋼混協作關系進一步推導出鋼混組合構件幾何非線性分析單元剛度矩陣、溫度自應力及鋼混超靜定結構溫度位移和應力的計算公式，建立了一種新的基於鋼混協作關系的異種材料組合構件的幾何非線性和結構穩定性分析方法。
  9. The study indicates that the base - isolated structure has reduced the horizontal stiffness and enlarges the self - vibration period. thus, makes its frequency far away from occur with the place earthquaking. therefore, these will reduce the horizontal earthquake effect

    理論分析研究表明：基礎隔震結構由於在房屋的基礎頂面設置柔性的橡膠墊，從而降低了隔震結構的水平剛度，增大了結構的自振周期，使其遠離與場地發生共振的頻率段，因此也就降低了結構的水平地震作用。
  10. The paper analyses the characteristic of the self - vibration, the influence on the whole structure stiffness and the vibration shapes from the variation of the floor - slab section, the variation of the primary structure section, the variation of the secondary structure section, the variation of the shear wall section, explaining the method of the sub - structure ( which is the super - element method ), which is effective

    本文通過多種計算模式對雙塔結構的自振特性做了研究，分析了主、次框架截面、樓板截面和剪力墻截面變化后對結構整體剛度的影響，同時說明了子結構（即超單元）方法對求解此類結構的有效性。
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