1.
Limit Analysis of Pressure Vessels with Pad Reinforcement under In-plane Moment on Nozzles;
接管纵向弯矩作用下带补强圈容器的极限分析
2.
Limit Analysis for Cylindrical Shells with Opening-reinforcement under In-plane Moment
接管纵向弯矩下带补强圈容器结构的极限分析
3.
The Influence of Welding Process on the Quality of Welding Joints for the Rectangle Pipe
焊接工艺对冷弯方矩形管焊接接头质量的影响
4.
Effects of Reinforcing Bar Amount on Bending-resistance Bearing Capacity of Single-side Reinforced Rectangular Beam
纵向钢筋配筋量对单筋矩形截面梁截面抗弯承载力的影响
5.
A Study of Limit Load for Cylindrical Shells with Reinforcement Pad under Nozzle Moment;
接管弯矩作用下容器补强结构极限载荷的研究
6.
Seismic Behaviour of Square CFT Beam-Columns Under Biaxial Bending Moment
双向弯矩作用下方钢管混凝土梁柱的抗震性能
7.
Eular crippling stress
（纵向弯曲）欧拉临界应力
8.
Full-scale Experimental Investigation on Direct Welding and Cold-formed Thin-wall Rectangle Tubular Truss;
直接焊接的冷弯薄壁矩形管桁架的足尺试验研究
9.
4WD Vehicle DYC Based on Tire Longitudinal Forces Optimization Distribution
基于全轮纵向力优化分配的4WD车辆直接横摆力矩控制
10.
Study on the Coupled Torsional, Axial and Bending Three-Dimensional Vibrations of Internal Combustion Engine Shafting Basing on Exact Dynamic Stiffness Matrix Methods;
基于精确动态刚度矩阵法的内燃机轴系扭转、纵向及弯曲三维耦合振动研究
11.
Research of the End Plate Conjunction Capability with Moment of Rectangular Steel Tubing Concrete Column-H Beam;
矩形钢管混凝土柱-H型钢梁端板半刚性连接受弯性能研究
12.
Study of Welding Residual Stresses on Carrying Capacity of the Cold-Formed Medium Column;
焊接残余应力对中厚壁冷弯方矩管柱承载力性能研究
13.
Nonlinear Finite-Element Analysis of Cold-Formed Rectangular Tube-Steel Column and H-Shaped Beam Connections;
冷弯矩形钢管柱与H型钢梁连接节点非线性有限元分析
14.
THE SEISMIC BEHAVIOR OF COLD-FORMED RECTANGULAR TUBE-STEEL COLUMN AND H-SHAPED BEAM CONNECTIONS
冷弯矩形钢管柱与H型钢梁连接节点抗震性能分析
15.
Elastic-Plastic Finite Element Analysis for Circumferential Part-Throughwall Cracks on Mitered Elbow;
斜接弯管环向内表面裂纹弹塑性有限元分析
16.
It is difficult to execute turns with rudder control alone.
单靠操纵方向舵转弯是困难的。
17.
Study on the Longitudinal Anti-bending Capacity of Nanjing Cross-river Shield Tunnel
南京越江盾构隧道纵向抗弯能力研究
18.
The Influence of Cold-Formed Effect to Stress Capacity Performance of Cold-Formed Rectangular Hollow Section Beams;
冷弯效应对冷弯矩形钢管梁受力性能的影响