阪神地震 的英文怎麼說

中文拼音 [bǎnshéndezhèn]
阪神地震 英文
osaka-kobe earthquake
  • 阪 : 名詞[書面語] （山坡） slope
  • 神 : Ⅰ名詞1 （神靈） god; deity; divinity 2 （精神; 精力） spirit; mind 3 （神氣; 神情） expression; l...
  • 震 : Ⅰ動詞1 （震動） quake; shake; shock; vibrate 2 （情緒過分激動） be greatly excited; be deeply ast...
  • 阪神 : hanshin
  1. Steel moment - resisting frames with welded beam - to - column connections were traditionally regarded as having excellent performance, and widely adopted in steel constructions, but this opinion changed after the 1994 northrige earthquake and the 1995 hyogoken - nanbu earthquake. these earthquakes also arouse engineers to resurvey the behavior of end - plate connections

    傳統觀點認為，樑柱焊接剛性連接具有較好的抗震性能，因此在工程中得到了廣泛地應用，但1994年的northrige地震和1995年的阪神地震改變了這種傳統觀點，這兩次地震也引起了工程技術人員對端板連接的再審視。
  2. However, " rigid joint " in the welded steel frame of the northridg earthquake occurred to a large quantity of brittle breakage. therefore, the paper is dedicated to study a new type joint - top and seat angle with double web angles semi - rigid connection

    但美國northridge地震（ 1994 ）和隨后發生的日本阪神地震（ 1995 ）中焊接鋼框架剛性連接節點發生了大量的脆性破壞現象，人們開始將目光投向抗震性能良好的半剛性連接鋼框架。
  3. But during the 1994 northridge earthquke and 1995 hyogoken - nanbu earthquke, many steel beani - to - column connections were damaged which indicated that cognition on the capacity of this type of joints was rather inadequate. in order to avoid similar damages in the future, analysis on response of beam - to - column connections under cyclic loads is not only significant from the theoretical aspect, but also important in practice

    然而， 1994年美國northridge地震和1995年日本的阪神地震中，大量鋼框架樑柱連接發生破壞，顯示出人們對于剛性樑柱連接的受力性能和破壞機理認識還相當不足。為了避免人員傷亡和經濟損失，對鋼框架樑柱連接研究其在循環荷載作用下的反應，不僅具有重要的理論意義，更具有重大的工程實用價值。
  4. After the real work at the site for the akashi - kaikyo bridge in may 1988, the work continued while overcoming many difficulty including an encounter with the great hanshin earthquake in january 17, 1995

    1988年5月正式動工興建以來，大橋經受住了許多考驗，這其中包括1995年1月17日的阪神大地震。
  5. The brittle fracture of steel columns and the damage to column bases were found in kobe earthquake

    在阪神地震中還發生了鋼柱的脆斷和柱腳的破壞。
  6. Jewelry exhibition. when a severe earthquake devastated osaka and kobe three years ago, master immediately formed a relief team. emergency provisions and relief workers were sent from formosa to assist japanese fellow initiates rendering spiritual comfort and material aid to disaster victims

    年前，日本大阪osaka神戶kobe遭受大地震時，師父馬上組織救災團，由福爾摩沙派專人和運送物資，結合日本各地同修迅速地深入災區，給予災民精神和物質的慰藉。
  7. Hyper rescue teams were formed in 1996 after the great hanshin awaji earthquake and are under the management of the tokyo fire department

    1996年的阪神淡路地震后組建超級救助隊，隸屬于東京消防署。
  8. This is based on the lessons learned from the great hanshin earthquake of 1995 in which reconstruction was delayed due to complicated land and building rights adjustments

    這是基於1995年阪神大地震的教訓，當時由於復雜的土地建築權利調整而導致重建延誤。
  9. After the japan kobe earthquake in 1995, the japanese government developed an “ earthquake prevention plan ” with mainly three aspects ; one of them is to carry out large scale exploration survey activities around tokyo with different means and protract earthquake data maps and charts

    1995年阪神大地震后，日本政府制定一個以大城市為減災對象的《地震對策方案》 ，該方案主要有三個方面的內容，其中之一就是通過各種手段在東京都附近開展大規模探測活動並繪制地震數據圖表。
  10. The damage to steel frame buildings in the northridge earthquake and kobe earthquake has arisen out of the interest of scientists

    摘要在美國的北嶺地震和日本的阪神地震中，鋼框架結構發生的震害引起了各國學者注意。
  11. In the northridge earthquake in 1994 and the kobe earthquake in 1995, widespread and unpredicted brittle fractures were found in weld steel beam - column connections ( weld - flange - bolted - web connections )

    在1994年美國北嶺地震和1995年日本阪神地震中，發生了大量鋼框架樑柱節點的脆性破壞。
  12. But during the 1994 northridge earthquake in america and 1995 hyogoken - nanbu earthquake in japan, steel frames were seriously damaged, and many of which were brittle fracture at the connections

    然而，在1994年發生在美國的northridge地震和1995年發生在日本的阪神地震中，鋼結構框架發生了嚴重的破壞，而且大多都是發生在節點處的脆性破壞。
  13. Beam column connections experienced a great deal of brittle fracture phenomenon in northridge earthquake and hyogoken - nanbu earthquake which indicated that connection performance is very important for steel frames

    發生在美國北嶺和日本阪神地震都發生不同程度的樑柱節點脆性破壞，可見樑柱節點在多層鋼框架結構抗震設計中佔有非常重要的地位。
  14. But during the 1994 northridge earthquake and 1995 hyogoken - nanbu earthquake, beam - to - column connections experienced a great deal of brittle fracture phenomenon, which indicated that the performance on the damage mechanism of some style joints were rather inadequate

    但在1994年northridge和1995年阪神地震中，樑柱連接發生了大量的脆斷現象，顯示出了人們對于鋼框架樑柱栓焊連接節點認識上的不足。
  15. Based on the investigation of the underwater and above - water earthquake damage to the piled jetties in the kobe violent earthquakes in 1995 and the miyagiken - oki violent earthquakes in 2003, japan, the causes of the earthquake damage to the high pile jetties in both earthquakes were analyzed and the mechanism of damage was also discussed with the results of the analysis and calculations

    通過對2003年日本宮城縣沖地震和1995年阪神大地震中港灣高樁碼頭的水上和水下震害調查，分析了兩次地震中出現的高樁碼頭震害的原因，並根據計算分析結果探討了其破壞機制。
分享友人
分享到 Line

分享到臉書