scholarly journals DESIGN BASE SHEAR COEFFICIENTS FOR HIGH-RISE REINFORCED CONCRETE BUILDINGS

1994 ◽  
Vol 59 (458) ◽  
pp. 99-108 ◽  
Author(s):  
Kazushi SHIMAZAKI ◽  
Akira WADA
Keyword(s):  
Reinforced Concrete ◽  
Base Shear ◽  
Reinforced Concrete Buildings ◽  
Concrete Buildings ◽  
High Rise

scholarly journals Reinforced Concrete Buildings with Plane Frame, Shear Wall with and without Openings

2018 ◽  
Vol 65 ◽  
pp. 02007
Author(s):  
Zafarullah Nizamani ◽  
Wong Che Luk ◽  
Syed Muhammad Bilal Haider
Keyword(s):  
Reinforced Concrete ◽  
Pushover Analysis ◽  
Shear Wall ◽  
Seismic Action ◽  
Base Shear ◽  
Reinforced Concrete Buildings ◽  
Concrete Buildings ◽  
Frame Model ◽  
High Rise ◽  
Plane Frame

Malaysia is situated at Sunda plate which has geographic advantage in seismic zone. However, an earthquake occurred in Sabah, east of Malaysia without a warning in 2015. This scenario raised the question regarding the structural performance of high-rise buildings in Malaysia in response to seismic activity. This study is to analyze the effects of the shear wall on seven RC buildings by using pushover analysis. This pushover analysis is a simple approach where a building is subjected to increasing horizontal lateral loads until the building fails. SCIA Engineer software is used to model three different designs of seven storeys buildings are model in accordance with the Eurocode 8. The pushover analyses are carried out on three models, pushover curves (base shear vs. roof displacement) are plotted, and they are compared to explore both elastic and inelastic properties of the building response to the seismic action. The frame model without shear wall can resist less base shear. The plane frame model also approaches maximum allowable displacement of 60 mm earlier as compared to the other two models. Therefore, the high-rise buildings with shear wall design are highly recommended for the lifelong seismic resistance of reinforced concrete buildings.

Evaluation of the structural damage of high-rise reinforced concrete buildings using ambient vibrations recorded before and after damage

2015 ◽  
Vol 45 (2) ◽  
pp. 213-228 ◽  
Author(s):  
Hirotoshi Uebayashi ◽  
Masayuki Nagano ◽  
Takenori Hida ◽  
Takehiko Tanuma ◽  
Mitoshi Yasui ◽  
...  
Keyword(s):  
Reinforced Concrete ◽  
Structural Damage ◽  
Ambient Vibrations ◽  
Reinforced Concrete Buildings ◽  
Concrete Buildings ◽  
High Rise ◽  
Before And After

scholarly journals Impact of Revised Code NBC105 on Assessment and Design of Low Rise Reinforced Concrete Buildings in Nepal

2021 ◽  
Vol 16 (1) ◽  
pp. 1-5
Author(s):  
Jagat K. Shrestha ◽  
Nirajan Paudel ◽  
Bishal Koirala ◽  
Binod R. Giri ◽  
Adarsha Lamichhane
Keyword(s):  
Reinforced Concrete ◽  
Residential Buildings ◽  
Structural Response ◽  
Building Codes ◽  
Seismic Load ◽  
Base Shear ◽  
Reinforced Concrete Buildings ◽  
Concrete Buildings ◽  
The Government ◽  
The Impact

Gorkha Earthquake in 2015 has impacted considerably in the design and construction of buildings in Nepal. Strength and Safety of life and constructions have become the prime concerns of the government and the public. Regulation is required to achieve the strength and safety in the constructions. Hence, a need for revision of building codes has been felt and Nepal Building Code, NBC105 has been revised. This paper presents the impact of the revised code on seismic load estimation for low rise reinforced concrete buildings. For the assessment of the impact linear and non- linear static and linear dynamic analysis of reinforced concrete residential buildings of two storey and four Storey has been taken subjected to Indian Standard Codes IS 1893: 2002, IS 1893:2016, Nepal Building Codes NBC 105: 1994 and NBC 105: 2020. The buildings were modeled and analyzed in SAP2000. The response of the buildings such as time period, base shear, drifts, and storey forces from the application of the four codes was compared. The comparison of the results shows that the structural response of the building under the revised NBC105:2020 is 60% to 65% higher compared to the previous code NBC105:1994.

scholarly journals Performance of Six- and Ten-story Reinforced Concrete Buildings Designed by using Modified Partial Capacity Design (M-PCD) Method with 70% Shear Force Ratio

2021 ◽  
Vol 23 (2) ◽  
pp. 131-137
Author(s):  
Pamuda Pudjisuryadi ◽  
F. Wijaya ◽  
R. Tanuwijaya ◽  
B.C. Prasetyo ◽  
Benjamin Lumantarna
Keyword(s):  
Reinforced Concrete ◽  
Shear Force ◽  
Design Method ◽  
Base Shear ◽  
Reinforced Concrete Buildings ◽  
Capacity Design ◽  
Concrete Buildings ◽  
Force Ratio ◽  
Total Base ◽  
Nonlinear Static Procedure

One design alternative of earthquake resistant building is Partial Capacity Design (PCD) method. Unlike the commonly used capacity design method, PCD allows a safe failure mechanism which is called partial sidesway mechanism. In this mechanism, all beams and some columns are allowed to experience plastic damages while some selected columns are designed to remain elastic (called elastic columns). A new approach to predict the required strengths needed to design each structural member, called modified-PCD (M-PCD) is proposed. In this research six- and ten-story reinforced concrete buildings were designed using M-PCD, and their seismic performances are investigated. The base shear force resisted by the elastic columns was set to approximately 70% of the total base shear. Both nonlinear static procedure (NSP) and nonlinear dynamic procedure (NDP) are used to analyze the structures. The results show that the expected partial side sway mechanism is observed, and the drifts of the buildings are acceptable.

scholarly journals Automated Construction System for High-Rise Reinforced Concrete Buildings

1997 ◽  
Author(s):  
Tatsuya Wakisaka ◽  
Noriyuki Furuya ◽  
Kyoichi Hishikawa ◽  
Yasuo Inoue ◽  
Takashi Shiokawa ◽  
...  
Keyword(s):  
Reinforced Concrete ◽  
Reinforced Concrete Buildings ◽  
Concrete Buildings ◽  
High Rise ◽  
Construction System
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