The RC frame-core structural system is used for Golidfield Centre.
金地中心采用钢筋混凝土框架-核心筒结构体系。
And studies show that the RC frame without construction joints has better seismic performance than the other.
试验研究结果表明：施工缝的存在对结构抗震性能的影响还是比较明显的。
Being particular with cross sections, its anti-seismic performance is inferior to RC frame with rectangular columns.
由于异形柱截面形式的特殊性，其抗震性能不如矩形柱。
Give some construction examples to introduce how to take some effect measures to control cracks of long span in RC frame beam.
通过工程实例，介绍应如何在施工实践中，采取各种有效措施以控制大跨度框架梁裂缝的产生。
The shaking table experiment of seismic retrofitting of earthquake damaged RC frame shear wall structure using MRD is implemented.
利用MRD对一有损伤钢筋混凝土框-剪偏心结构进行抗震加固，并进行振动台试验。
Hot-rolled seamless steel tube column, as the main vertical load-bearing member, plays the role of structure transferring between the cast RC frame shear wall and the steel roof truss.
以热轧无缝钢管柱为主要竖向承重结构构件，承担现浇钢筋混凝土框架剪力墙结构与钢屋架之间的结构转换作用。
The key issue of progressive collapse (PC) design for RC frame structures at large deformation stage is to calculate the PC resistance demand of the structures under catenary mechanism.
悬链线机制下的连续倒塌抗力需求计算是RC框架结构大变形阶段抗连续倒塌设计的关键。
As a whole, the different damaged RC frames strengthened by CFRP have good seismic properties and performance. The theory basis was provided for strengthened RC frame after rare earthquake.
总体上，碳纤维布加固的不同损伤钢筋混凝土框架均具有良好的抗震性能，为大震后损伤混凝土框架加固提供理论依据。
Abstract: High efficient numerical models that can simulate the behaviors of entire structural system are very important to the study on fire-induced progressive collapse of RC frame structures.
摘要：为了模拟火灾下结构倒塌破坏行为，需要开发能够反映结构火灾整体行为的高效数值模型。
On the condition that same axial compression ratio, bearing capacity and stiffness of RC frame columns increases with concrete strength grade after the construction member achieve yield strength.
相同轴压比条件下，构件达到屈服荷载后，构件的承载力和刚度都随混凝土强度等级的增大而提高。
In order to study the seismic performance on RC frame with SSC, the nonlinear finite element analysis based on concrete solid element by FEA software ANSYS has been done to simulate the experiment.
针对异形柱框架的抗震性能，对试验模型采用ANSYS建立实体模型并进行了非线性有限元分析。
In recent years reinforced concrete (rc) frame structure with specially shaped columns (SSC) has received quite extensive application because of its good architectural functions.
近年来，钢筋混凝土异形柱框架结构因具有良好的建筑功能而得到了较广泛的应用。
In recent years reinforced concrete (rc) frame structure with specially shaped columns (SSC) has received quite extensive application because of its good architectural functions.
近年来，钢筋混凝土异形柱框架结构因具有良好的建筑功能而得到了较广泛的应用。
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