Extensive experimental investigations were conducted on the Vincent-Thomas Suspension Bridge at Los Angeles Harbor to determine natural frequencies and mode shapes of vertical, torsional and lateral vibrations of the structure. These ambient vibration tests involved the simultaneous measurements of both vertical and lateral vibrational motions caused by traffic. Measurements were made at selected points on different cross sections of the stiffening structure. Comparison with previously computed mode shapes and frequencies shows good agreement with the experimental results, thus confirming both the accuracy of the experimental determination and the reliability of the method of computation
The thesis is divided into two parts. The first part develops a method of dynamic analysis for verti...
This paper chooses the Nanjing-Hangzhou high speed overbridge, a self-anchored suspension bridge, as...
A suspension bridge is the most suitable type for a long-span bridge. Increased kinematic displaceme...
This is the peer reviewed version of the following article: Ambient vibration survey of the fatih su...
A three-dimensional dynamic finite element model is established for the Tsing Ma long suspension Bri...
Summary The vertical eigenfrequencies and mode shapes of a single-span suspension bridge are comput...
suspension bridge is the most suitable type for a long-span bridge. Increased kinematic displacement...
The dynamic characteristics of long-span suspension bridges are complex. The natural vibration frequ...
[[abstract]]The frequencies of vibration of bridges represent a kind of information that is most use...
The dynamic characteristics of long-span suspension bridges are complex. The natural vibration frequ...
The dynamic characteristics of long-span suspension bridges are complex. The natural vibration frequ...
Ambient vibration testing has been used to determine modal parameters of civil engineering structure...
The calculation of the eigenfrequencies and mode shapes of a suspension bridge using the present Mat...
Recently, ambient vibration test is widely used to estimate dynamic characteristics of large civil s...
The investigation of dynamic response for long-span cable-stayed bridges largely depends on a detail...
The thesis is divided into two parts. The first part develops a method of dynamic analysis for verti...
This paper chooses the Nanjing-Hangzhou high speed overbridge, a self-anchored suspension bridge, as...
A suspension bridge is the most suitable type for a long-span bridge. Increased kinematic displaceme...
This is the peer reviewed version of the following article: Ambient vibration survey of the fatih su...
A three-dimensional dynamic finite element model is established for the Tsing Ma long suspension Bri...
Summary The vertical eigenfrequencies and mode shapes of a single-span suspension bridge are comput...
suspension bridge is the most suitable type for a long-span bridge. Increased kinematic displacement...
The dynamic characteristics of long-span suspension bridges are complex. The natural vibration frequ...
[[abstract]]The frequencies of vibration of bridges represent a kind of information that is most use...
The dynamic characteristics of long-span suspension bridges are complex. The natural vibration frequ...
The dynamic characteristics of long-span suspension bridges are complex. The natural vibration frequ...
Ambient vibration testing has been used to determine modal parameters of civil engineering structure...
The calculation of the eigenfrequencies and mode shapes of a suspension bridge using the present Mat...
Recently, ambient vibration test is widely used to estimate dynamic characteristics of large civil s...
The investigation of dynamic response for long-span cable-stayed bridges largely depends on a detail...
The thesis is divided into two parts. The first part develops a method of dynamic analysis for verti...
This paper chooses the Nanjing-Hangzhou high speed overbridge, a self-anchored suspension bridge, as...
A suspension bridge is the most suitable type for a long-span bridge. Increased kinematic displaceme...