no |
title |
author |
magazine |
year |
volume |
issue |
page(s) |
type |
1 |
A method for examining the seismic performance of steel arch deck bridges
|
Liang, Cheng-Yu |
|
2010 |
4 |
3 |
p. 311-320 |
article |
2 |
A model reference adaptive control based method for actuator delay estimation in real-time testing
|
Chen, Cheng |
|
2010 |
4 |
3 |
p. 277-286 |
article |
3 |
A new type of quadratic acceleration method
|
Li, Changqing |
|
2010 |
4 |
3 |
p. 302-310 |
article |
4 |
Computational simulation methods for fiber reinforced composites
|
Kompiš, Vladimír |
|
2010 |
4 |
3 |
p. 396-401 |
article |
5 |
Concurrent fatigue crack growth simulation using extended finite element method
|
Lu, Zizi |
|
2010 |
4 |
3 |
p. 339-347 |
article |
6 |
Corrosion damage assessment and monitoring of large steel space structures
|
Chen, Bo |
|
2010 |
4 |
3 |
p. 354-369 |
article |
7 |
Cyclic responses of three 2-story seismic concentrically braced frames
|
Tsai, Ching-Yi |
|
2010 |
4 |
3 |
p. 287-301 |
article |
8 |
Influence of damages on static behavior of single-layer cable net supported glass curtain wall: full-scale model test
|
Shi, Gang |
|
2010 |
4 |
3 |
p. 383-395 |
article |
9 |
Influence of initial curing conditions and exposure environments on chloride migration in concrete using electrochemical method
|
Xue, Wen |
|
2010 |
4 |
3 |
p. 348-353 |
article |
10 |
Nonlinear analysis of pre-tensioned glass wall facade by stability function with initial imperfection
|
Chan, Siu-Lai |
|
2010 |
4 |
3 |
p. 376-382 |
article |
11 |
Parametric oscillation of cables and aerodynamic effect
|
Xia, Yong |
|
2010 |
4 |
3 |
p. 321-325 |
article |
12 |
Resistance of large caisson in floating transport considering the influence of air
|
Zheng, Junjie |
|
2010 |
4 |
3 |
p. 331-338 |
article |
13 |
Trial design of arch bridge of composite box section with steel web-concrete flange
|
Wei, Jiangang |
|
2010 |
4 |
3 |
p. 370-375 |
article |
14 |
Windborne debris damage prediction analysis
|
Song, Fangfang |
|
2010 |
4 |
3 |
p. 326-330 |
article |