建筑的加工部分是钢结构的钢筋混凝土框架。
The processing portions of the building are constructed of cast-in-place concrete with administrative offices framed in steel.
本工程为十一层钢筋混凝土框架-剪力墙纸局。
This engineering is eleven layer reinforced concrete frame shear wall structure.
金地中心采用钢筋混凝土框架-核心筒结构体系。
The RC frame-core structural system is used for Golidfield Centre.
建筑内层采用钢筋混凝土框架与常用的铝合金门窗。
The inner skin of the building is a reinforced concrete frame with commonly used aluminum Windows.
为实现这一效果，设计师决定采用钢筋混凝土框架结构。
To realize this geometric shape we decide to use a RC structure.
本文介绍了采用外包角钢加固钢筋混凝土框架柱的方法。
This paper presents the experimental results of the reinforced concrete columns repaired and strengthened by steel angles at the four corners.
钢筋混凝土框架圆柱节点抗震的试验研究为国内首次进行。
This subject is the first experimental study on seismic resistance of reinforced concrete frame beam-cylinder joints in our country.
简述了大跨度连续钢筋混凝土框架皮带走廊的设计与应用情况。
This paper briefly introduces the design and applying situation of large-span belt passageway with continuous reinforced concrete frame.
研究了钢筋混凝土框架结构层水平承载力和层抗侧移刚度的关系。
For the reinforced concrete frame structures, the relationship between the story lateral stiffness and lateral load-bearing capacity is studied.
该建筑由钢筋混凝土框架与混凝土核心构成，后者是为了加固结构。
The building comprises a reinforced concrete skeleton with concrete cores to provide stiffening.
提出了两种确定钢筋混凝土框架的屈服基底剪力和屈服顶点位移方法。
Two methods of determining the yield base shear and the yield top displacement of RC frames are suggested.
本文介绍五个钢筋混凝土框架过节点试件在低周反复荷载下的试验结果。
With test results of five specimens of exterior joints of rein- forced concrete frames subjected to low cyclic loading, the shear strength of these joints is discussed.
钢筋混凝土框架节点处于复杂的空间应力状态，井且是联结各杆件的重要部位。
The joint of reinforced concrete frame is placed in complicated space stress condition, and is the important part connecting each poles.
主要介绍了新达城广场钢管混凝土柱与钢筋混凝土框架梁的节点构造的设计思路。
This paper mainly gives informations about the train of thought in design of the joint construction of concrete filled steel tubular(CFST) columns with reinforced concrete beams in Sunteck Square.
该方法中钢筋混凝土框架整体结构采用层间剪切模型，柱采用四线性恢复力模型。
In this method, an inter floor shear model is adopted for the whole RC structure; and a quadrilinear recovery force model, for the RC inter floor columns.
为改善钢筋混凝土框架剪力墙结构抗震设计，完善框剪结构自振周期计算经验公式。
To improve the seismic design of reinforced concrete frame-shear wall structures, the empirical formula for estimation of the fundamental periods were investigated, and a new formula was presented.
因此，对钢筋混凝土框架短柱的力学性能的研究和分析，是十分必要且有实用价值的。
Therefore, it is very necessary, practical and valuable to study and analyze the performances of mechanics of reinforced concrete frame columns.
钢筋混凝土框架节点的受力是复杂的，在地震情况下，它已成为框架最易受损的部分。
The loads on the joints of reinforced concrete frame are very complicated, so the joints become vulnerable under seismic action.
基于8个钢筋混凝土框架异型节点的试验，分析了异型节点的初裂与常规节点的不同之处。
On the basis of experiment of 8 abnormal joints of reinforced concrete frame, the anti-crack properties of the abnormal joints and normal joints are discussed.
圆碳纤维增强塑料钢管混凝土柱与钢筋混凝土框架梁的节点，涉及一种建筑节点构造形式。
The invention relates to a node of carbon fiber reinforced plastic circular steel tube concrete column and reinforced concrete frame beam, belonging to a construction style of building node.
建筑采用钢筋混凝土框架结构，外立面则使用纹理粗糙的石灰岩材质塑造出富于变化的高差。
The reinforced concrete structure is faced in coarsely textured limestone block, which are laid in courses of varying height.
介绍了一种新型复合钢筋混凝土框架剪力墙结构体系—CL结构体系的构造、特点及施工工艺。
This paper briefly introduces the structure, the characteristic and the construction technology of a new compound reinforced concrete shear wall frame—CL structure system.
在我国现有规范中，当钢筋混凝土框架的刚重比满足一定条件时，可以不考虑二阶效应的影响。
The second order effect can be neglected in our current code if the ratio of stiffness to weight satisfies certain condition when referring to the reinforced concrete frame.
底层框架—抗震墙结构是山钢筋混凝土框架、抗震墙和上部砖房两种承重和抗侧力体系所构成。
The Sublayer Frame-shear Structure consists of the two kinds of load-bearing and anti - lateral force system in the reinforced concrete frame, the anti-seismic wall and the upside brick house.
介绍钢筋混凝土框架和砖混结构相结合的礼堂办公楼合一的准框架体在复杂环境下定向倒塌拆除爆破。
The directional collapse control-blasting of brick-concrete frame structure is introduced in the complicated environment.
下一个选择是一个网上折，钢筋混凝土框架（如迅雷/喷火），作为它是强有力的，比较轻，结构紧凑。
The next choice is a web-gusset, reinforced frame (eg, Thunderbolt/Spitfire), as it is strong, relatively light and compact.
在一个四层大比例模型钢筋混凝土框架的振动台试验中，发现该模型框架结构具有很强的水平变形能力。
The shaking table test of a 4-story large-scale reinforced concrete model frame indicated that the model structure has abundant capacity of lateral seismic deformation.
用纯钢框架模型和等效钢筋混凝土框架剪力墙模型分别计算结构在竖向荷载及侧向荷载组合下的受力性能。
The structural behaviors under vertical and horizontal loads are analyzed with a steel frame model and an equivalent reinforced concrete frame-shear wall model respectively.
用纯钢框架模型和等效钢筋混凝土框架剪力墙模型分别计算结构在竖向荷载及侧向荷载组合下的受力性能。
The structural behaviors under vertical and horizontal loads are analyzed with a steel frame model and an equivalent reinforced concrete frame-shear wall model respectively.
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