| 1. | Analysis of the buckling reliability of the beam column
压弯构件稳定可靠性分析 |
| 2. | Aseismatic strengthening of beam column connection of reinforced concrete frame structure
钢筋混凝土框架梁柱节点的抗震加固 |
| 3. | Elastoplastic analysis and practical calculation of steel beam columns under fire condition
火灾下钢构件的弹塑性分析和实用计算 |
| 4. | End board thickness to beam column board end node connection rigidity influence research
端板厚度对梁柱板端节点连接刚度的影响研究 |
| 5. | The node that articu - lates designs beam column , can bear larger step in curved rules , the curved distance of sus - pension column is little , suits the building on soft land base
梁柱铰接的节点设计，能承受更大的跨中弯矩，柱脚弯距小，适合于软土地基上的建筑物。 |
| 6. | Beam column connections experienced a great deal of brittle fracture phenomenon in northridge earthquake and hyogoken - nanbu earthquake which indicated that connection performance is very important for steel frames
发生在美国北岭和日本阪神地震都发生不同程度的梁柱节点脆性破坏,可见梁柱节点在多层钢框架结构抗震设计中占有非常重要的地位。 |
| 7. | This paper analyses the mechanism and characteristics of the steel fiber reinforced concrete , summarizes its application in the roofs , floors , walls and beam columns of building construction engineering , and makes prospect in the futune
摘要分析了钢纤维混凝土的机理和特点，对钢纤维混凝土在房屋建筑工程中屋顶、楼地面、墙体及梁柱等方面的应用进行了研究总结，并展望了钢纤维混凝土的应用前景。 |
| 8. | The calculating formula of yield surface for special - shaped column and the correspondent program are given in this paper . thereafter , the position and order about the beam column plastic hinge are drawn ; it is considered that the r . c . frame structure with special - shaped column reveals the typical characteristic of " strong column and weak beam "
推导了异形柱屈服面计算公式；选取了24条地震波，以场地类别作为划分依据，编制了相应的程序，计算并绘制了梁柱塑性铰出铰位置和顺序图，认为钢筋混凝土异形柱框架结构表现出典型的“强柱弱梁”特性。 |
| 9. | A series of specimens with circular sections were tested , which included the short - term behavior of 24 frp - confmed concrete specimens under different load eccentricities and the long - term behavior of eight frp - confined concrete columns under different load ratios . an attempt to predict the time - dependent behavior of frp - confined concrete columns and beam columns with circular sections is proposed by the aci209 ( 1997 ) specifications model
本文进行了frp约束混凝土柱的一系列试验研究，包括24个frp约束混凝土构件在不同偏心率情况下的一次加载试验研究和8个frp约束混凝土轴心受压构件在不同轴压比情况下在长期荷载作用下的力学性能试验研究。 |
