板塊構造模型 的英文怎麼說

中文拼音 [bǎnkuāigòuzàoxíng]
板塊構造模型 英文
plate-tectonic model
  • : Ⅰ名詞1 (片狀硬物體) board; plank; plate 2 (專指店鋪的門板) shutter 3 [音樂] (打拍子的樂器) ...
  • : 名詞(古時佩帶的玉器) penannular jade ring (worn as an ornament in ancient china)
  • : Ⅰ動詞1 (構造; 組合) construct; form; compose 2 (結成) fabricate; make up 3 (建造; 架屋) bui...
  • : Ⅰ動詞1 (做; 製作) make; build; create; produce 2 (假編) cook up; fabricate; concoct 3 [書面語...
  • : 模名詞1. (模子) mould; pattern; matrix 2. (姓氏) a surname
  • 板塊 : [地] plate板塊邊緣 plate margin; 板塊構造 plate tectonics; raft tectonics; 板塊假說 plate hypothe...
  • 構造 : structure; construction; constructional detail; tectonic; structural; makeup; anatomy; constituti...
  • 模型 : 1 (仿製實物) model; pattern 2 (制砂型的工具) mould; pattern3 (模子) model set; mould patter...
  1. Considering the special structure of multi - ribbed slab, founding diphase body mechanical model of compound material, strengthening rib beam and rib pillar by equivalent volume ratio of concrete and slice brick, the paper drew elastic compution constant and shear constant. based on the things, the paper simplified isotropy compution model to wall, gave practical design formula of elastic mold and shear mold, provided necessary parameter for practical design formula of elastic rigidity. finally the calculating results agree well with the text results

    結合密肋復合墻的特殊,建立墻的復合材料二相體力學,按照混凝土與砌體積比不變原則對肋梁肋柱同時加強,得出墻的彈性計算常數及剪切常數,在此基礎上,進一步將墻簡化為各向同性的計算,給出墻彈性量及剪切量實用計算公式,為密肋復合墻的實用彈性剛度計算公式提供必要的參數。
  2. In this thesis, four types of steel beam - rectangular cfst column connections, including normal welded flange plate ( wfp ) connection, bolted flange plate ( bfp ) connection, stiffened end plate ( sep ) connection and double split - tee plate ( dst ) connection, were designed based on the configuration of steel frame connection. total 8 models, 2 models of each kind of connections were tested under low - reversed cyclic loading at the end of cfst columns. the relationships between force and displacement at the end of columns, the relationships between the moment and rotation of the joints, degradations of strength and stiffness, ductility, failure mechanism and failure characteristics of these four connections under different axial - compression ratios were presented

    本文借鑒鋼框架節點,設計了四種類矩形鋼管混凝土柱與鋼梁連接節點,包括常規栓焊( wfp )節點、翼緣全螺栓連接( bfp )節點、雙t連接( dst )節點以及加勁端連接( sep )節點,進行了四類節點8個試件在柱端低周反復荷載作用下的抗震性能試驗研究,比較了不同軸壓比下節點的滯回性能、強度與剛度退化、延性、破壞機理與破壞特徵,主要結論有: 1 、節點的位移滯回曲線與轉角滯回曲線為分佈,沒有或略有捏攏現象,耗能能力強; 2 、軸壓比對節點滯回曲線有顯著影響,全部節點都有顯著的剛度退化; 3 、位移與轉角骨架曲線在峰值荷載後有較長的水平或下降段,具有良好的延性性能; 4 、從整體抗震性能上看,翼緣全螺栓連接節點、雙t連接與加勁端連接節點都優于常規栓焊節點,可在實際工程中加以推廣。
  3. The meso - cenozoic evolution of bachu fault - uplift is closely related to its south and north subsiding foredeep. under the background of indian plate subducting under asia - europe plate, bachu forebulge was greatly affected by the development of southwest depression and awati depression. almost all of its structure reversed, and as a result of it, both of its south and north boundary migrated. according to its evolution history and its feature, the authors tentatively use both - side migration model to interpret the evolution of compound forebulge. since triassic, almost all the spheres above lithosphere synchronously became flexure. because transpressional stress field became increasingly strong, bachu forebulge continued uplifting and big faults formed. then, bachu uplift, as a whole, slipped upward along those big faults and showed migrating toward thrust zone in plane. in tectonic tranquility, the lithosphere bounded back and in consequence of it, bachu uplift slipped down and showed migration toward craton, at that moment negative inversion structures developed. while the forebulge migrated toward its south and north foredeep, it was very possible that locally extensional stress appeared in the forebulge

    在印度向歐亞俯沖的大背景下,巴楚前緣斷隆受西南坳陷和阿瓦提凹陷的影響,新生代時體制發生反轉,邊界向南北遷移。根據其發育過程特徵,作者用復合前緣隆起兩端遷移式對復合前緣隆起獨特的發育史進行了解釋:即三疊紀以來巖石圈各圈層同步撓曲變形。隨著擠壓應力場的增大,巴楚隆起在撓曲基礎上不斷抬升,形成幾條大斷裂帶。
  4. Main conclusion and content of this paper is as follows : ( 1 ) the research methods of modern crustal motion from rigid body to elastic and fluid body are generalized systemically, and its progresses are reviewed ; furthermore, the insufficiencies and unsolved questions of geological method researching modern crustal motion are presented, and gps techniques play an important role in the research of modern crustal motion

    研究成果和內容具體包括: ( 1 )系統歸納現代地殼運動研究方法從剛體領域轉變為彈性體和流變體的研究,並評述其研究進展;闡述了地質方法研究現代地殼運動的缺陷及其存在問題,指出gps技術在現代運動研究中扮演重要角色。 ( 2 )研究和完善現今運動學
  5. Through studying about tectonic units established, old plates rebuilded, original basins restored, texture and structure of orogenic belt, mechanism and model of orogeny, it is definded that the type of beishan orogenic belt is continent - accretion arc collosion orogenic belt

    通過對山帶單元的建立、古重建、原盆地恢復、山帶結特徵及山機制和式的研究,確定北山山帶類為陸增生弧碰撞山帶。
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