Importance of “Heuristics” in Suspension Bridge Engineering and 1915 Çanakkale Bridge

Author(s):  
Ersin Arıoğlu
2012 ◽  
Vol 5 ◽  
pp. 183-188
Author(s):  
Lian Zhen Zhang ◽  
Tian Liang Chen

Self-anchored suspension bridge is widely used in Chinese City bridge engineering for the past few years. Because the anchorage system of main cable has been changed from anchorage blocks to the ends of the girder, its’ dynamic mechanics behavior is greatly distinguished with the traditional earth anchored suspension bridge. This paper studies the dynamic characteristics and seismic response of one large-span self-anchored suspension bridge which is located in China/Shenyang city. Using a spatial dynamic analysis finite element mode, the dynamic characteristics are calculated out. An artificial seismic wave is adopted as the ground motion input which is fitted with acceleration response spectrum according to the Chinese bridge anti-seismic design code. Time-integration method is used to get the seismic time-history response. Geometry nonlinear effect is considered during the time-history analysis. At last, the dynamic characteristics and the behavior of earthquake response of this type bridge structure are discussed clearly. The research results can be used as the reference of seismic response analysis and anti-seismic design for the same type of bridge.


2020 ◽  
pp. 22-37
Author(s):  
Richard Haw

In Berlin, John came face to face with the Industrial Revolution. At the Building Academy, he took courses in a variety of subjects, most importantly on fledgling art and science of suspension bridge engineering. He was hooked, and he ended the year as one of the Building Academy’s best students. He also signed up for G. W. F. Hegel’s lectures on logic, and the experience transformed him. Hegel’s ideas helped form a system that embraced and explained the seemingly chaotic reality unfolding all over Europe. In Berlin, John shed his provincial outlook and his religiosity and embraced reason; following Hegel’s lead, he started to think for himself. Suffused with this spirit, he left Berlin to get some practical experience building roads and bridges in the Prussian province of Westphalia. He never returned to Berlin.


2012 ◽  
Vol 174-177 ◽  
pp. 1415-1418
Author(s):  
Fan Yang ◽  
Ying Ying Fan

High strength of drawn pearlitic steel wire is widely utilized in suspension bridge engineering. One of the most powerful nondestructive analysis methods on determining the dislocation character of this heavily cold worked material is the analysis in the broadening in the X–ray diffraction lines. In this letter, line-profile simulation based on Fourier analysis in the drawn steel wire is employed. The analytical process taking size and dislocation broadening into account provides the dislocation character on density and arrangement parameters, which is beyond effective over conventional metallographical approach.


2020 ◽  
Author(s):  
Michael Müller ◽  
Wolfgang Eilzer ◽  
Rafael Rodriguez

Today the total length of the federal trunk highway roads in Germany is about 50,000 km being one of the densest traffic in whole Europe. Among these are approximately 40,000 bridges with a total area of 30 million. Square meters. Fifty percent of these bridges were built in the years between 1960 to 1980. At that time these bridges were mainly designed according to German Standard DIN 1072 for bridge class SLW 60 (60 ton truck). Based on the traffic given at those times, no fatigue checks were required. This assumption seemed fair enough because the massive increase, especially in heavy traffic, could not have been anticipated.  Since the mid-20th century until our days, the bridges over the river Rhine have set a milestone on the history of bridge engineering. Some contributions from the team led by Fritz Leonhardt and Wolfhart Andrä, such as the Cologne-Rodenkirchen suspension bridge, the series of steel bridges with continuous webs developed in the 60´s decade, the Düsseldorf cable stayed bridges family, the widenings and retrofitings of the 80´s decade, or the most recent contributions, encompass widely different typologies and periods and provide valuable learnings. Their preservation, retrofit or eventual replace if necessary, entail an important challenge for the present and future. The starting point of such a strengthening or eventual replacement is always the assessment of the existing bridge under consideration of its actual condition, the prognosticated loads and requirements of future utilization. This assessment process and rating of existing structures was regulated by the German government in 2012 in the “Nachrechnungs”- guidelines. The result of such an assessment is the basis of any further decision about the future of a structure, whether it will be rehabilitated, retrofitted or replaced.   The presentation will focus on the experiences gained under the new guideline and the wide range of engineering services involved in such a rehabilitation planning, using the examples of the Suspension bridges over the River Rhine at Emmerich and Köln-Mühlheim, and will show the specific experience gained through these strengthening projects, but also a short overview about the new cable-stayed bridges in Leverkusen and Duisburg that are built under the premise to maintain traffic for 2 of the most importante highways in Germany.


2011 ◽  
Vol 71-78 ◽  
pp. 4717-4720
Author(s):  
Wen Rong Yan ◽  
Yong Hui Liu ◽  
Jing Kun Pi ◽  
Zhen Hua He

With the rapid development of bridge engineering, the application of supporting and protecting structure that embeds in deep foundation engineering is gradually applied in the design and construction of large-scale suspension bridge. Due to the few amount of stress gauge steel that are pre-installed in the diaphragm wall reinforcement cage in deep foundation engineering and discrete data, it is difficult for the existing frequently-used method to reflect stresses of each part of the wall truly. And for major engineerings, like anchorage foundation, it is necessary to know the stress state of diaphragm wall on time in order to provide basis for decision making for the excavation site. By adopting finite element method, demonstrating the characteristics of its force reversely by using wall deformation and based on the wall deformation data measured in the field, this paper provides strong guarantee for ensuring the safety and reliability of construction.


Author(s):  
Johannes Veie ◽  
Simen Hellgren Holtberget ◽  
Parthasarathi Jena

By combining well proven technology from suspension bridge engineering with offshore deep water technology it is found possible to realize a crossing for the 5 km wide and 550 meter deep Bjørnafjord in the western part of Norway. The proposed concept consists of a three span suspension bridge with two rock anchored towers on each side of the fjord, and two floating TLP (Tension Legged Platform) towers midfjord. The two side spans has a length of 1385 meters, the mid span has a length of 1325 meters, and the floaters are anchored at a depth of 550 meters and 450 meters utilizing a combination of suction and gravity anchors or possibly piled anchors. The floaters can be constructed with concrete or steel and two different shapes are looked upon. The superstructure consists of PPWS (Prefabricated Parallel Wire Strands) main cables, hangers and an aero-dynamical box girder. The effect of different configurations of connections and the introduction of a top tie cable to improve global behaviour in the vertical plane are addressed. Major challenges identified are related to ground conditions, environmental loadings, deep sea operations and maintenance and operation.


2019 ◽  
Vol 21 (3) ◽  
pp. 25 ◽  
Author(s):  
Muyu Liu ◽  
Lei Liang ◽  
Hao Wu ◽  
Gang Xu ◽  
Qian Li

2006 ◽  
Vol 11 (3) ◽  
pp. 293-318 ◽  
Author(s):  
M. Zribi ◽  
N. B. Almutairi ◽  
M. Abdel-Rohman

The flexibility and low damping of the long span suspended cables in suspension bridges makes them prone to vibrations due to wind and moving loads which affect the dynamic responses of the suspended cables and the bridge deck. This paper investigates the control of vibrations of a suspension bridge due to a vertical load moving on the bridge deck with a constant speed. A vertical cable between the bridge deck and the suspended cables is used to install a hydraulic actuator able to generate an active control force on the bridge deck. Two control schemes are proposed to generate the control force needed to reduce the vertical vibrations in the suspended cables and in the bridge deck. The proposed controllers, whose design is based on Lyapunov theory, guarantee the asymptotic stability of the system. The MATLAB software is used to simulate the performance of the controlled system. The simulation results indicate that the proposed controllers work well. In addition, the performance of the system with the proposed controllers is compared to the performance of the system controlled with a velocity feedback controller.


2006 ◽  
Vol 92 (29) ◽  
pp. 17-24
Author(s):  
Manabu Inoue

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