English translation for "建筑场地"

building yard
construction site
constuction area
project site
site dimensions

Related Translations:

排球场地:  volleyball court

场地计划:  yard plan

重要场地:  a venue

场地踏勘:  site reconnaissance

浇注场地:  casting floorpouring floor

场地尺度:  place scale

竞赛场地:  aire de compétitionfield of play，fop

后备场地:  backyard

场地价值:  site valuesitevalue

接收场地:  receipt area

Example Sentences:

	1.	The clearing was as large as a building lot in town . 这片空地和镇上的建筑场地一样大。
	2.	Smoking would be allowed only in designated rooms or at outdoor workplaces , such as farms and construction sites 抽烟将限制在指定的房间或者户外，比如农场和建筑场地才可以。
	3.	Control signals for lifting machinery . recommended signals for ordinary handling operations in factories and on building sites 提升机械的控制信号.工厂里和建筑场地上通常搬运操作推荐使用信号
	4.	Gpr was applied in the detection and location of underground artificial concrete base at hanyang yuehu and civil air defense at a building site of qingshan in wuhan city 摘要运用探地雷达对武汉市汉阳区月湖一建筑场地下人工混凝土基础以及青山区某公寓建筑场地地下人防工程进行探测定位。
	5.	The comprehensive analysis and evaluation of geological engineering properties of the shenyang proper are conducted in all aspects of regional geology , geography , engineering geology , hydrogeology and stability of building sites 摘要从区域地质、地貌、工程地质和水文地质条件及建筑场地的稳定性几个方面，综合分析评价了沈阳城区的岩土工程特性，据此，将其划分为5个工程地质分区。
	6.	Under the horizontal earthquake action and wind force , aim at " the pure frame structure with rectangle columns " , " the pure frame structure with special - shaped columns " , " the frame - truss structure with special - shaped columns " and " frame - shear wall structure with special - shaped columns " , earthquake action analysis was done by the spacial finite element method through the changes structural parameter . analyzing systematically " structure vibration mode " , " vibration period " , " structure lateral rigidity " , " seismic action force " , " seismic response force " , " floor seismic shear force " , " lateral horizontal displacement of structure " and " members internal force " . results indicate : ( 1 ) based on equal area , the special - shaped columns replaced the rectangle columns , the structural lateral rigidity enlarges , the lateral displacement minishes obviously , the earthquake response increase slightly , the biggest increasing amount of frame columns axis - compress ratio is smaller than 0 . 08 . the whole aseismic performance of structure has improved ; ( 2 ) when the section ' s length and section ' s thickness ratio of special - shaped columns is smaller than 3 . 6 , the structure benefits to resist seismic action ; ( 3 ) the angle of horizontal seismic action with the whole coordinate is 0 degree , structure earthquake response is bigger , belonging to a control factor of structure aseismic design ; ( 4 ) the frame - truss structure with special - shaped columns and the " a " - brace has the biggest lateral rigidity ; ( 5 ) the frame - shear wall structure with special - shaped columns have bigger lateral rigidity and smaller displacement , members internal force enlarged just rightly , have much superiority of resisting seismic action ; ( 6 ) in the higher seismic fortification criterion region ( 8 degree of seismic fortification intensity ) , aseismic disadvantageous building site ( iii type site ) , adopting special - shaped columns structure system , should reduce possibly the building ' s self - weight in order to reduce the earthquake response ; ( 7 ) the response spectrum method of computing seismic response and the time - history analysis method have similar analysis result 西安理工大学硕士学位论文在水平地震作用下，并考虑风荷载组合，分别对“矩形柱纯框架结构” 、 “异型柱纯框架结构” 、 “异型柱框一析架结构”及“异型柱框-剪结构”等四种结构体系，通过改变结构参数，运用空间有限元方法，进行地震作用计算。系统地分析研究“结构振型” 、 “振动周期” 、 “结构侧向刚度” 、 “结构地震反应力” 、 “楼层地震剪力” 、 “结构侧向位移” 、 “层间位移角” ，以及“构件内力” 。结果表明:在等面积原则下，异型柱代换矩形柱后，结构刚度增大，侧向位移明显减小，地震反应力略有增加，框架柱轴压比最大增幅小于8 % ，结构整体抗震性能有所提高;当异型柱肢长肢厚比小于等于3 . 6时，结构有利于抗震;水平地震作用力与整体坐标夹角为0度时，结构地震作用效应较大，属结构设计的控制因素之一;异型柱框一析架结构采用“人”字斜撑，侧向刚度大于“八”字斜撑和“人一八”字混合斜撑;异型柱框一剪结构侧向刚度大、位移小，构件内力增大适中，是一种抗震性能优越的结构体系:在抗震设防烈度较高地区( 8度)和抗震不利的建筑场地( m类场地) ，采用异型柱结构体系时，应尽可能减轻结构自重，降低地震作用力;分别采用“振型分解反应谱”法和“时程分析”法进行地震作用计算，两种方法所得结果基本一致。
	7.	This paper related to a practical project that a high school is big bay building with teaching , experiment and studying , aim at the higher seismic fortification criterion region ( 8 degree of seismic fortification intensity ) , aseismic disadvantageous building site ( iii type site ) , and the building loading much ( the building " self - weight is over the 9 . 0 kn / m2 ) . compared to r . c . rectangle columns , studying the aseismic performance of the r . c . special - shaped columns pure frame structure , the r . c . special - shaped columns frame - truss structure and the r . c . special - shaped columns frame - shear wall structure 本文，结合某中学大开间教学实验综合楼的具体工程，就抗震设防烈度较高地区( 8度)和抗震不利的建筑场地(类场地) ，并且建筑物所受荷载较大的情况(建筑物自重超过9 . 0kn m ~ 2 ) ，通过与矩形柱分析比较的方式，研究了异型柱纯框架结构、异型柱框架-桁架结构，以及异型柱框架-剪力墙结构的抗震性能。
	8.	On the one hand , the processed gpt profiles can be used to delineate the underground artificial concrete base of building fields and provides important data for the plan of groundsill processing and location of pipe piles ; on the other hand , they can not only display the boundaries of the civil air defense accurately , but also reflect its internal structural characters 对探地雷达剖面的处理分析，圈定了测区内多块建筑场地地下混凝土结构的平面分布范围，为建设工程的地基处理设计和桩基施工定位提供重要资料；探地雷达剖面不仅能精确显示人防工程的平面边界位置，而且还能反映人防工程的内部结构特点。
	9.	According to the demands of each building in topography slope , bearing capacity of foundation and groundwater level and so on , combining with the features of geotechnical engineering of this zone , the builder ' s field of zhengzhou urban zone is classified into four types . that ' s fine field , better field , medium - sized field and worse field 同时根据城市各类建筑对地形坡度、地基承载力、地层结构及岩性特征、地下水等岩土工程条件的要求，结合本区的岩土工程条件，对建筑的适应性以及适宜采用的地基基础方案将郑州市区建筑场地划分为良好场地、较好场地、中等场地及较差场地四类。
	10.	The frames in different site are designed , and the response under different seismic fortification intensity is simulated using the fiber models beam - column elements . some preliminary results are gained and the effectiveness of the regulations in the seismic code is discussed . the research of the asymmetric - plan building under the earthquake is one of the difficult points in the seismic fortification field 5 、采用纤维模型梁柱单元模拟了典型建筑场地上不规则的钢筋混凝土框架结构的地震反应，对不同强度地震作用下的结构反应状态进行了分析，对当前建筑抗震设计规范中的相关设计条款满足抗震设防水准要求的有效性进行了相关讨论，得出了一些初步性的分析结果。

Similar Words：

"建筑测量师" English translation, "建筑层数" English translation, "建筑产品" English translation, "建筑产品与服务联盟" English translation, "建筑场" English translation, "建筑场地尺寸" English translation, "建筑场地土质调查" English translation, "建筑朝向" English translation, "建筑车辆" English translation, "建筑尘埃" English translation