scholarly journals NONLINEAR EARTHQUAKE RESPONSE OF REINFORCED CONCRETE BUILDING FRAMES BY COMPUTER-ACTUATOR ON-LINE SYSTEM : Part IV Characteristics of Earthquake Response of Reinforced Concrete Frames

1979 ◽  
Vol 282 (0) ◽  
pp. 57-64
Author(s):  
MATSUTARO SEKI ◽  
TSUNEO OKADA
Keyword(s):  
Reinforced Concrete ◽  
Earthquake Response ◽  
Concrete Frames ◽  
Reinforced Concrete Frames ◽  
Line System ◽  
Building Frames ◽  
Reinforced Concrete Building ◽  
Concrete Building ◽  
System Part ◽  
On Line

scholarly journals A STUDY ON THE RENOVATION WORK OF REINFORCED CONCRETE BUILDING BY USING EXISTING BUILDING FRAMES(Architectural Planning and Design)

2004 ◽  
Vol 10 (19) ◽  
pp. 255-258
Author(s):  
Motoko KAWAGUCHI ◽  
Tsuyoshi SEIKE ◽  
Tsunehiro MANABE ◽  
Makoto TSUNODA ◽  
Akira NATORI ◽  
...  
Keyword(s):  
Reinforced Concrete ◽  
Existing Building ◽  
Building Frames ◽  
Reinforced Concrete Building ◽  
Planning And Design ◽  
Concrete Building ◽  
Architectural Planning

Prospects of Seismic Upgrading a Weak R.C. School Building Using Light Gauge Steel Walls

2015 ◽  
Vol 777 ◽  
pp. 179-184
Author(s):  
Ludovic Fülöp
Keyword(s):  
Quality Control ◽  
Reinforced Concrete ◽  
Seismic Resistance ◽  
School Building ◽  
Construction Sites ◽  
Building Frames ◽  
Reinforced Concrete Building ◽  
Concrete Building ◽  
Earthquake Effects

Significant number of reinforced concrete building frames executed in the ‘50’s-60’s in Europe need seismic upgrading. At those times understanding of earthquake effects was insufficient and quality control on construction sites lacking. This combination resulted in buildings framed in reinforced concrete with bad quality materials and inadequate reinforcement. The low-medium rise buildings often house public functions today. In this paper, we analyze the potentials and limitations of using light prefabricated steel wall systems (LGSW) to upgrade frames to higher seismic standard. Results show that r.c. frames with virtually no seismic resistance (PGA~0.05·g) can be upgraded to resist intermediate earthquakes, possibly up to PGA~0.2·g. The LGSW’s have remarkable flexibility to adapt to the refurbishment requirements in terms of stiffness and strength, and also provide adequate ductility.

Sign in / Sign up

Export Citation Format

Share Document