1.
Research on Staggered Flat Plate Structure Connections;
错层板柱结构体系的节点分析与研究
2.
Structrual Design of Fifth Building in New ChangJiang Town--Discussion on Design of Multi-storey Plate-column Shear Wall Structures
长江新村五号楼的结构设计——多层板柱剪力墙结构设计浅谈
3.
Study and Application of Long Span Reinforced Concrete Vierendeel Sandwich Plate
大跨度钢筋混凝土空腹夹层板柱结构的研究与应用
4.
Study on the Effective Length of Columns in the Staggered Truss Structures;
交错桁架结构柱子计算长度系数研究
5.
Evaluating Effective Lengths of Columns in the Staggered Truss Structure;
交错桁架结构中柱子的计算长度研究
6.
Study on Design Theory of RC Flat Plate Structure with Special Columns
钢筋混凝土异形柱—板柱结构设计理论研究
7.
Earthquake-resistant Behavior study of New Beam-column and Plate-column Composite Structure (Housing) System;
新型梁柱-板柱组合结构(住宅)体系抗震性能研究
8.
Nonlinear Static Analysis and Test Research on Slab-Column Structure;
板柱结构静力弹塑性分析与试验研究
9.
The Analysis and Design of Prestressed Concrete Slab-Column Structure;
预应力混凝土板柱结构的分析与设计
10.
Discussion on the Maximum Height of Slab-column Shear Wall Structure
板柱-抗震墙结构最大适用高度的探讨
11.
RESEARCH ON MECHANICAL BEHAVIORS OF SLAB-COLUMN INTEGRAL STRUCTURE STRENGTHENED WITH BFRP
板柱整体结构BFRP加固受力性能研究
12.
The High Stability: The special structure of this Three-Ply wood is interveined in length and breadth which makes its anisotropic physical performance, so the stability is over than others.
三层实木地板纵横交错的独特结构，改变了木材各向的物理性能，稳定性远远高于其它木地板。
13.
Study on Seismic Behavior of Special-shaped Column Frame with Bottom Rectangle Columns;
底层采用矩形柱的异形柱结构抗震性能分析
14.
Research on Mechanical Properties of Special-Shaped Columns Structures with Reduced Columns at the Bottom and Transfer Stories;
底部抽柱带转换层的异形柱结构受力性能研究
15.
Structural Analysis of the Building with Interlocked Floor Structure in High Earthquake Intensity Regions;
高烈度地区多层错层设计的结构分析
16.
Effects of Slab Column-Cap on the Stiffness Coefficient of Equivalent Frame in Cast-in-Situ Hollow Flat-Plate Structures
板式柱帽对现浇空心板柱结构等代梁刚度系数的影响
17.
Optimal Analysis for Lateral Stiffness in Mid-highriseRC Frame Shearwall Structure with Special-shaped Columns;
中高层异形柱框剪结构抗侧刚度优化
18.
Study on the Performance of a New Type Pre-stress Cable-single-layer Cylindrical Reticulated Shell Structure;
新型拉索—单层柱面网壳结构性能研究