A8-storeyed reinforced concrete frame building is added two floors.
某居民楼原为八层钢筋混凝土框架结构，后加建两层。
This engineering is eleven layer reinforced concrete frame shear wall structure.
本工程为十一层钢筋混凝土框架-剪力墙纸局。
The inner skin of the building is a reinforced concrete frame with commonly used aluminum Windows.
建筑内层采用钢筋混凝土框架与常用的铝合金门窗。
This paper presents a method for predicting seismic damage of reinforced concrete frame-shear wall structures.
本文提出了框-剪结构震害预测方法，并使框架、框-剪和剪力墙三种结构体系的震害预测统一起来。
Reinforced concrete frame structure building in China's future will continue to maintain a good development prospects.
钢筋混凝土框架结构在我国未来建筑中仍将保持良好的发展前景。
In this paper, partial demolition of a L shape reinforced concrete frame building by controlled blasting was introduced.
在交通繁忙、环境复杂的北三环路边，爆破拆除“L”形框架大楼的一部分。
The proposed building is designed to the reinforced concrete frame structure, including two six-story teaching buildings.
该拟建中学包括二栋六层的教学楼，其结构形式均为钢筋混凝土框架结构。
The author on how to improve the construction of reinforced concrete frame structure performance to talk about his own views.
笔者对如何提高建筑钢筋混凝土框架结构的抗震性能谈谈自己的看法。
For over-long reinforced concrete frame structure, temperature loading often leads to crack formation of the beams and plates.
对于超长钢筋混凝土框架结构，变温的作用常常导致混凝土梁和楼板的开裂。
There were many multistory, reinforced concrete frame buildings of several types in Hiroshima and a smaller number in Nagasaki.
广岛有许多类型不同的多层钢筋混凝土构架建筑物，而长崎则较少。
The loads on the joints of reinforced concrete frame are very complicated, so the joints become vulnerable under seismic action.
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 present paper introduced a blasting case of adopting controlled blasting in demolition of a casting reinforced concrete frame.
介绍运用控制爆破技术拆除现浇钢筋混凝土框架结构的一个实例。
This subject is the first experimental study on seismic resistance of reinforced concrete frame beam-cylinder joints in our country.
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。
The joint of reinforced concrete frame is placed in complicated space stress condition, and is the important part connecting each poles.
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。
This paper briefly introduces the design and applying situation of large-span belt passageway with continuous reinforced concrete frame.
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。
The fire stability of the columns of bottom reinforced concrete frame business living building is studied by means of numerical simulation.
采用计算机数值模拟方法研究了某钢筋混凝土底框架商住楼柱子的耐火稳定性。
For the reinforced concrete frame structures, the relationship between the story lateral stiffness and lateral load-bearing capacity is studied.
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。
Therefore, it is very necessary, practical and valuable to study and analyze the performances of mechanics of reinforced concrete frame columns.
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。
The formulas for calculating steel fiber reinforced concrete frame joints are proposed in the paper, which can be used as a reference for designers.
文中提出的钢纤维砼节点的抗剪强度计算公式可供设计参考。
A local exciting method was used to obtain the high-order modes information on a reinforced concrete frame model by the experimental modal analysis method.
采用局部激振方法对一个钢筋混凝土框架结构模型施加激励，通过实验模态分析获取高阶局部模态信息。
The quality of concrete is hard to control in the reinforced concrete frame structures because there are non-equal-concrete-strength beam and column joints.
在现浇钢筋混凝土框架结构中，由于梁柱节点混凝土强度不同，此处混凝土质量难以控制。
Adding the eccentric brace to the reinforced concrete frame is for strengthening the side stiffness and improving the load-bearing and energy consume ability.
在钢筋砼框架结构中加入偏心支撑，其主要目的是提高钢筋砼框架的抗侧刚度、改善框架结构的承载力和耗能能力。
By safety appraisal and strengthening design of a reinforced concrete frame structure, the author introduces the methods of appraisal and strengthening design.
通过对某钢筋混凝土框架结构进行安全性鉴定和加固设计，全面阐述了鉴定方法和加固设计的主要方法。
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.
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。
Finally, the influences of the negative stiffness model on the behaviors such as strength, deformation and ductility of reinforced concrete frame structures un.
最后，通过实例数值模拟分析，重点讨论了负刚度模型对强震下钢筋混凝士框架结构的强度、变形和延性等方面特性的影响。
A long span reinforced concrete frame structure is presented for the multi floor or high building, which is achieved through setting attached shear bending bars.
针对多层或高层建筑，提出一种大跨度钢筋混凝土框架结构。
The paper describes the results of tests on prototype size reinforced concrete frame specimens which were designed to represent the column-beam connections in plane frames.
本篇文章描述了对加固后标准尺寸混凝土结构试件进行试验的结果，该试件代表平面框架结构中的梁—柱联接部位。
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.
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 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.
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。
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