Structural Performance of a Segmental Precast Arch System with Outrigger by Sectional Geometry of Structural Member

2020 ◽  
Vol 24 (11) ◽  
pp. 3356-3375
Author(s):  
Seok Hyeon Jeon ◽  
Hak Joon Lee ◽  
Jonghoon Moon ◽  
Jungwon Huh ◽  
Jin-Hee Ahn
2012 ◽  
Vol 517 ◽  
pp. 513-521 ◽  
Author(s):  
Masanori Fujita

Longevity, reuse and recycle can be effective in reducing environmental burden in the life cycle of building steel structures. Longevity is the most crucial element in reducing the environmental burden of building steel structures. Nevertheless, there are always a number of buildings that need to be demolished for physical, architectural, economic, and social reasons. When such building steel structures have been demolished in the past, their structural members have been scrapped for recycling. Steel, by nature, is the only type of structural member that can be fabricated. Even without special joints that facilitate demolition work, steel members can be reused after minor fabrication procedures such as cutting, drilling, and welding. In this paper we discuss structural performance of reusable members and practical examples using reusable members.


Tuned mass dampers (TMD) are one of the most reliable devices to control the vibration of the structure. The optimum mass ratio required for a single tuned mass damper (STMD) is evaluated corresponding to the fundamental natural frequency of the structure. The effect of STMD and Multiple tuned mass dampers (MTMD) on a G+20 storey structure are studied to demonstrate the damper’s effectiveness in seismic application. The location and number of tuned mass dampers are studied to give best structural performance in maximum reduction of seismic response for El Centro earthquake data. The analysis results from SAP 2000 software tool shows damper weighing 2.5% of the total weight of the structure effectively reduce the response of the structure. Study shows that introduction of 4-MTMD at top storey can effectively reduce the response by 10% more in comparison to single tuned mass damper. The use of MTMD of same mass ratio that of STMD is more effective in seismic response.


2002 ◽  
Vol 8 (16) ◽  
pp. 129-134
Author(s):  
Toshiaki FUJIMOTO ◽  
Hirokazu TANAKA ◽  
Toshihiko DEMIZU ◽  
Koji NISHIUCHI ◽  
Hiroki UEDA ◽  
...  

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