Response Behaviour of High‐Rise Modular Building under Wind and Seismic Loads

ce/papers ◽  
2021 ◽  
Vol 4 (2-4) ◽  
pp. 1747-1756
Author(s):  
Shiou Shen Yee ◽  
Kian Hau Kong ◽  
J Y Richard Liew ◽  
Ziquan Dai
Keyword(s):  
Seismic Loads ◽  
High Rise ◽  
Response Behaviour

scholarly journals Structural Design of Skyscrapers Susceptible to Seismic Activity and Soil Liquefaction

2020 ◽  
Vol 8 (5) ◽  
pp. 2546-2554
Keyword(s):  
Structural Design ◽  
Seismic Activity ◽  
Soil Liquefaction ◽  
Andaman Sea ◽  
Seismic Loads ◽  
Seismic Zone ◽  
Safety Measures ◽  
High Rise ◽  
Ground Condition ◽  
High Chance

The design of skyscrapers involves lot of aspects such as the building must withstand heavy dead loads, should have safety measures against fire, floors must be easily accessible, and should have resistant against wind and seismic loads that can be detrimental to the safety of the skyscraper. Pile foundations are usually adopted for high rise buildings and when it is combined with raft slab they ensure that the problems of differential settlement are taken care of. In this paper the scenario of designing a skyscraper in seismic zone that is prone to earthquakes and the ground condition is such that it is located in vicinity of sea. Andaman and Nicobar isle is one similar place it falls under Zone V as per Indian Standards, hence prone to seismic activity and since it is surrounded by Bay of Bengal and Andaman sea, when seismic activity occurs there is a high chance of soil liquefaction to occur hence proper structural designs should be embraced.

On the question of setting the level of calculated impact and reliability of high-rise construction

2021 ◽  
pp. 43-56
Author(s):  
Dmitry M. Zhemchugov-Gitman ◽  
Lyubov V. Mozzhukhina ◽  
Alexander M. Uzdin
Keyword(s):  
Seismic Design ◽  
Earthquake Engineering ◽  
Seismic Loads ◽  
Seismic Action ◽  
Seismic Zoning ◽  
Reliability Factor ◽  
High Rise ◽  
Regulatory Documents ◽  
Reduction Coefficient ◽  
Damage Risk

The question of setting the seismic design input on high rise buildings is considered. The existing approaches to accounting for increased responsibility of high rise buildings in Russia are described. The proposal to reduce the probability of an acceptable building failure in proportion to the number of floors and Guideline proposals to increase the reliability factor and using maps of general seismic zoning are analyzed. The main disadvantages of methods described are indicated. It is shown that the current regulatory documents in the field of earthquake engineering do not provide the same reliability of designed structures in general and high-rise buildings in particular. The influence of seismic dangers in according with seismic zoning maps on the reliability of the designed objects is noted. An approach to generating the design input based on the permissible probability of its exceeding is considered using the example of five five-storey buildings and one 25-storey buildings. The probability of the admissible damage value included in the normative calculations is estimated. An estimate of the allowable failure probability on the value of acceptable damage (risk) is proposed under the assumption of a normal distribution of damage caused by earthquake. It is shown that the allowable failure probability decreases with decreasing acceptable damage only in the area of small damages. An approach to the assignment of seismic action based on an assessment of seismic risk has been formulated. The system of design coefficients used to calculate seismic loads on high-rise buildings is analyzed. It is noted that along with an increase in the design level of seismic acceleration, it is necessary to increase the coefficient, taking into account the low damping of high-rise buildings oscillations. At the same time, it is possible to significantly reduce the reduction coefficient by regulating the strains between the building floors.

Effect of Inclination of Columns on the Change of the Stiffness of a High-Rise Building

2015 ◽  
Vol 769 ◽  
pp. 9-12 ◽  
Author(s):  
Sona Medvecka ◽  
Olga Ivankova
Keyword(s):  
Seismic Loads ◽  
Floor Plan ◽  
High Rise ◽  
High Rise Building ◽  
Plan Analysis ◽  
Horizontal Displacements

This article describes the effect of inclination of columns on the change of stiffness of high-rise buildings with circular floor plan. Analysis was made for the building loaded by forces induced by wind and seismic loads. Various high-rise buildings with columns with different inclinations and buildings with vertical columns were analyzed from the viewpoint of horizontal displacements. The results were compared. The comparison was made with horizontal displacements of the building, where columns were inclined.

scholarly journals Dynamic Behavior of A High-Rise Building Under Seismic Loads for Different Bearing Frame Types

2018 ◽  
Vol 28 (4) ◽  
pp. 180-189
Author(s):  
Volodymyr Sakharov ◽  
Oleksandr Lytvyn ◽  
Vasyl Pidlutskyi
Keyword(s):  
Dynamic Behavior ◽  
Strain State ◽  
System Analysis ◽  
Mode Shapes ◽  
Seismic Load ◽  
Seismic Loads ◽  
High Rise ◽  
High Rise Building ◽  
Different Types ◽  
Vertical Bearing

Abstract Paper presents the results of dynamic behavior analysis of a high-rise building under seismic loads as part of the “base-foundation-building” system. Analysis covers different types of reinforced concrete construction with girder frame and non-girder frame. Using modal analysis, paper presents differences in mode shapes and frequencies caused by the presence or absence of girders. Paper also demonstrates variations in the stress-strain state for the vertical bearing structures under the seismic load for different frame types.

scholarly journals Seismic Analysis of RCC and Steel Building on Sloping Ground

2021 ◽  
Vol 9 (VII) ◽  
pp. 1753-1762
Author(s):  
Amruta Kadu
Keyword(s):  
Seismic Design ◽  
High Performance ◽  
Seismic Analysis ◽  
Integrated Design ◽  
Frame Structure ◽  
Seismic Loads ◽  
Building Information Modelling ◽  
Sloping Ground ◽  
High Rise ◽  
Building Information

It is necessary to design and analyse a structure to perform well under seismic loads and also endow with well strength, stability and ductility for seismic design. The seismic performance of high rise steel frame and RCC frame structure is analysed by equivalent static method. The advancement in building, Information, modelling has integrated design, detailing, and fabrication of steel which will result in high performance under earthquake loading. In present work various models were analysed with the help of Staad pro. And the results so obtained were plotted and compared.

scholarly journals Architecture of high-rise buildings as a brand of the modern Kazakhstan

2018 ◽  
Vol 33 ◽  
pp. 01009 ◽  
Author(s):  
Gulnara Abdrassilova ◽  
Nina Kozbagarova ◽  
Ainagul Tuyakayeva
Keyword(s):  
Urban Planning ◽  
Structural Stability ◽  
Seismic Loads ◽  
Space Planning ◽  
High Rise ◽  
Design And Construction

Using practical examples article reviews urban-planning and space-planning features of design and construction of high-rise buildings in Kazakhstan conditions; methods are identified that provide for structural stability against wind and seismic loads based on innovative technical and technological solutions. Article authors stress out the fashion function of high-rise buildings in the new capital of Kazakhstan, the Astana city.

scholarly journals The Effect of High-Rise Building Features on Their State under the Horizontal Seismic Loads

2016 ◽  
Vol 20 (2) ◽  
pp. 49-53
Author(s):  
Igor Korobiichuk ◽  
Michał Nowicki ◽  
Katarzyna Rzeplińska-Rykała ◽  
Andrii Shostachuk ◽  
Dmytro Shostachuk ◽  
...  
Keyword(s):  
Seismic Loads ◽  
High Rise ◽  
High Rise Building
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