| 1. | On structure system and asesmic performance of sublayer - shear structure
抗震墙结构的结构方案与抗震性能 |
| 2. | Pushover analysis of masonry structure with frame - shear wall at the bottom
抗震墙砌体结构静力弹塑性分析 |
| 3. | Some questions about the floor - frame - antidetonation wall structural design
抗震墙结构抗震设计中的一些问题 |
| 4. | Causes and prevention measures of cracks in cast - in - place reinforced concrete beam
底部框架抗震墙砖房抗震设计应注意的问题 |
| 5. | Problems on the seismic design of brick masonry building with frame shear wall at first floor
底层框架抗震墙砖房抗震设计中的一些问题 |
| 6. | Sandwich seismic wall which concrete column was replaced with angle - steel truss was discussed in this paper in order to be used as outer - walls of multi - story shear walls system
本文研究的是以角钢桁架代替混凝土暗柱的夹芯保温混凝土抗震墙，以下简称复合墙板。目的是用作小高层剪力墙体系的外墙。 |
| 7. | Short - limbed wall ( slw ) is defined as the shear wall with a ratio of section depth to width ( rdw ) being 5 - 8 . usually , the section width is 200 - 250 mm , and the depth is between 1 000 and 2 500 mm
短肢剪力墙是指墙肢截面高度与厚度之比为5 8的抗震墙，通常墙厚不小于200mm ，肢长在1000 2500mm之间，它介乎于异形框架柱和一般剪力墙之间。 |
| 8. | To the structural characteristics , earthquake characteristics of the masonry building with frame - shear wall at first floor , combined with " the antidetonation design specification of the building " , this paper has proposed some main design points from four respects
摘要针对底部框架抗震墙砖房的结构特点、震害特点，结合《建筑抗震设计规范》 ，提出了四个方面的设计要点。 |
| 9. | According to some common problems of aseismic design for cement - brick building with ground two - floor frame aseismic walls , the thesis raises opinions such as resonable layout for the ground two - floor frame aseismic walls , shear - resist and bend - resist ability of the transition floors should be strengthened
就底部两层框架抗震墙砖房抗震设计的几个问题，提出底部两层框架抗震墙体系的合理布置，过渡楼层抗剪抗弯能力应适当增强，以及构造措施等。 |
| 10. | Brick masonry building with frame - shear wall structure at first two stories is a compound structure composed of two different material , which has a structure character of " the above stiffness is bigger than underside " " the above weight is heavier than underside " . due to its uneven stiffness distribution , the structure ' s internal force and deformation under the effect of earthquake influenced by floor deformation ca n ' t been over - looked
底部两层框架?抗震墙砖房是由两种不同材料组成的复合结构，具有“头重脚轻” 、 “上刚下柔”的结构特点，其刚度分布不均匀，楼板变形对结构在地震作用下的内力和变形的影响已不能忽略。 |
