震時 的英文怎麼說

If inside school classroom is bricky one - storey house, sit in closer from the door student when the earthquake, can escape quickly from door window outdoor

假如內學校教室為磚平房，地震時坐在離門較近的學生，可迅速從門窗逃出室外。

This paper elementarily collects the anomalies of coseismic and post - seismic effect such as seismic activity, crustal deformation and underground liquid and so on observed in china ' s mainland, which include the evident seismic activity ( especially in yunnan ) increase, obvious crustal deformation, such as the abnormal variation of crustal stress and strain in bore volumetric deformeter and the remarkable change of underground temperature, the chemical component, especially the underground water level

初步匯集了在中國陸區觀測到的地震活動、地殼形變、地下流體等多學科震時和震後效應的異常變化，包括地震活動性（特別是雲南地區）的顯著增強；地殼形變觀測，尤其是鉆孔應變觀測記錄到地殼應力應變的震時和震后顯著變化，以及地下水溫度、化學成分、特別是水位的突出變化。

Using the infrasound method to predict the initial time and scale of the earthquake is effective

利用次聲波異常信號預測發震時間及震級是十分有效的。

Only minor sloughing occurred during the earthquake.

在地震時只有小的脫落現象。

This overpass might give way during an earthquake

這座立交橋在地震時可能會倒塌。

Could i have attracted the roofer while standing in the exact spot he died at the completion of the building during a major trauma to the building

是不是因為我站在樓房完工前那名屋頂工人死前站的地方，所以在地震時才會招引了他的魂魄？

A major vertical fault scarp formed during the earthquake was less than 1000 ft from the spillway.

地震時形成的一個主要的垂直斷層崖，離溢洪道不到1000英尺。

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。

The spatial distribution characteristic of disastrous earthquakes in the world from 1996 to 2003 and its relation with seismicity as well as the relation of magnitudes with the original times are discussed

摘要討論了1996 ~ 2003年8年期間全世界災害地震的空間分佈特徵和地震災情與全球地震活動性、地震震級和地震發震時刻的關系。

On the contents of two sides abovementined, this paper attempts to do some initial researches from three angles as follows : 1, the analyses of anti - seismic features on longitudinal direction of the aqueduct l ) the seismic longitudinal effects are small. the vibrant characters are decided from the structure integration and rigidness of piers and main arch - ring of the aqueduct, so the following measures should be taken in order to weaken and isolate seismic influence : properly broadening the section sizes and adopting the high class concrete, lowering the height and barycenter of building, setting hoop steel bars so as to increase the plasticity of the concrete which can absorb the seismic energy and prevent the damages due to stress centralization on the linkages and changing place

本文試圖就上述的這兩大方面的內容，從以下三個角度進行了初步研究： 1 、縱槽向抗震性能分析1 ）湯峪河吊桿拱支承結構的縱槽向地震效應較小；吊桿式拱架結構動力特性取決于槽墩和主拱圈的剛度，以及結構的整體性，故適當加大構件截面尺寸或提高砼標號，盡量降低結構的建築高度和重心，在構件連接和變截面處增設梗脅，按照約束混凝土的要求來加強箍筋的配置，增加砼的延性，以克服地震時構件連接和變截面處的應力集中造成的坡壞，並吸收大量的地震能量，從而起到隔震，減震的效果。

Should people stay their house an earthquake

地震時人們應該待在他們的房子里嗎？

Present methods generally based on the statistics of earthquake damage, expert experiences, theory analysis and experimental researches have obvious advantages, disadvantages and certain scopes of application ; ( 2 ) different prediction methods should be adopted against different building conditions, sites, intensity and experiences etc to predict earthquake damage of buildings for prospective accuracy, dependability and availability ; ( 3 ) earthquake damage matrix, which is the foundation of earthquake damage prediction, of 7 kinds of building in the urban areas of zhangzhou city under intensity 6 to 9 has been set up. the damage conditions of different buildings under different intensity are as followings : all kinds of structures are basically intact under intensity 6 ; the reinforced concrete structures are basically intact under intensity 7, but other kinds of structures are destroyed slightly ; the reinforced concrete structures are still basically intact while other kinds of structures are destroyed intermediately under intensity 8 ; the reinforced concrete structures are destroyed slightly, single - story factories and open houses are destroyed intermediately and other kinds of structures are destroyed seriously under intensity 9 ; ( 4 ) the results of earthquake damage predicting of buildings embody the damage when earthquake happens in the future. thus, further identifications and reinforcements should be considered to buildings that will be destroyed intermediately or more under the earthquake with 10 % exceeding probability in future 50 years ; ( 5 ) the direct economic losses caused by damage of buildings resting with the area, structural type, intensity and damage of all kinds of buildings are the main part of the losses of the city in an earthquake ; ( 6 ) the direct economic losses increased progressively toward high intensity by 2 or 3 times

基於上述研究，得出的主要結論有：建築物震害預測是一個模糊的、系統的、復雜的問題，現有的方法很多一般都是以震害統計規律、專家經驗、理論分析和試驗研究為依據，有其自身的優缺點和一定的適用范圍；應針對不同的建築物條件、場地條件、地震強度和已有經驗等，採用不同的預測方法進行建築物震害預測，以使預測結果達到預期的精確性、可靠性和可操作性；建立了漳州市區7類建築物在6度9度地震作用下的震害矩陣，成為指導抗震防災的重要依據，各類結構的震害情況表現為： 6度地震作用下各類建築物基本完好； 7度地震作用下除鋼筋混凝土結構基本完好外其餘以建築輕微破壞為主； 8度地震作用下鋼筋混凝土結構仍以基本完好為主而其餘建築以中等破壞為主； 9度地震作用下鋼筋混凝土結構以輕微破壞為主，單層工業廠房和空曠房屋以中等破壞為主，其餘建築以嚴重破壞為主；建築物的震害預測結果體現了未來地震來臨時的震害程度，在編制漳州市區抗震防災規劃時，對于遭遇50年超越概率10的地震影響發生中等以上破壞的建築物應考慮進行抗震鑒定和加固；由建築物的破壞所造成的直接經濟損失是城市地震經濟損失的主要部分，重慶大學碩士學位論文中文摘要其主要與建築物總面積、結構類型、地震烈度和各類建築物的震害程度有關;不同烈度造成的直接經濟損失按2一3倍向高烈度方向遞增，漳州市區直接經濟損失由6度至9度的比例關系為1 : 2 . 8 : 8 . 6 : 22 . 8 ;遭遇基本地震設防烈度（ 7度）時，漳州市區直接經濟損失約4 . 5億元，無家可歸人員約40000人，且以磚木結構和多層磚混結構的震害損失最大;地震造成的人員傷亡主要與建築物倒塌及嚴重破壞的程度和總面積以及震時的建築物室內人數密切相關，地震時無家可歸人員主要與住宅倒塌、嚴重破壞及中等破壞的程度和總面積以及城市人均居住面積密切相關。

First, in view of the earthquake action for assessment of existing structures in re - service term, hysteretic model of corroded members is introduced to earthquake damage prediction based on reliability theory

為科學預測未來地震造成的破壞併合理估計其造成的損失，應該以在役結構為對象，這樣才符合地震時結構的實際情況。

Liu died and ding remained alive under coalmine

地震時，子罡喪命，丁毅在礦井下卻活下來。

As a result of the inadequate roof diaphragm, the building swayed violently in the earthquake.

由於屋面橫隔板的不合理，建築物在地震時搖晃得很厲害。

Seismic damage investigation and analysis before house reconstruction in village after earthquake

地震后重建農房再震時的震害調查及分析

Good results have been got from fitting temporal distribution of over 8 earthquakes in north china and the northern segment of north - south seismic belt with three kind distributions that have 25 years ' cycle

摘要用以25年為周期的三性分佈擬合華北和南北地震帶北段8級大震發生的時間分佈，發現擬合較好，因之在今後預測8級大震時可作為參考。

He goes by john c. john was eight years old when the earthquake hit compton. it was the 1933 earthquake. when that earthquake hit, it was so big that it scared everyone so much that they wouldn t go back into their homes

其實他的名字是約翰，康普頓發生大地震時，約翰八歲， 1933年的地震，地震的威力甚大，所有人都慌忙逃命，也不敢再回到屋裡。

Assistance will be given to facilitate earthquake resistance checks and renovations with respect to the many dilapidated wooden houses located in the " development areas ", which will impede evacuation, fire control and rescue activities in the event of their destruction during a major earthquake

將會對位於「整備地域」的許多易毀木結構房屋的抗震檢查和修復提供援助，大地震時這些木結構房屋會給避難滅火和援救活動造成困難。

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。