Approximate Method for Lateral Load Analysis of High-Rise Buildings

1981 ◽  
Vol 107 (8) ◽  
pp. 1589-1610
Author(s):  
Fernand K.E.C. Mortelmans ◽  
Guido P.J.M. de Roeck ◽  
Dionys A. van Gemert
Keyword(s):  
Approximate Method ◽  
Lateral Load ◽  
High Rise ◽  
Load Analysis

Lateral Load Analysis of Single Piles and Drilled Shafts

1994 ◽  
Vol 120 (6) ◽  
pp. 1018-1033 ◽  
Author(s):  
J. Michael Duncan ◽  
Leonard T. Evans ◽  
Phillip S. K. Ooi
Keyword(s):  
Lateral Load ◽  
Drilled Shafts ◽  
Single Piles ◽  
Load Analysis

Simplified numerical approach for the lateral load analysis of light-frame wood shear wall structures

2020 ◽  
Vol 219 ◽  
pp. 110921
Author(s):  
Chu Peng ◽  
Ashraf A. El Damatty ◽  
Ahmed Musa ◽  
Ahmed Hamada
Keyword(s):  
Shear Wall ◽  
Numerical Approach ◽  
Lateral Load ◽  
Wall Structures ◽  
Load Analysis

scholarly journals Seismic performance evaluation of high-rise steel buildings dependent on wind exposures

2019 ◽  
Vol 11 (3) ◽  
pp. 168781401983511
Author(s):  
Seonwoong Kim
Keyword(s):  
Seismic Performance ◽  
Response Spectrum ◽  
Slenderness Ratio ◽  
Lateral Force ◽  
Lateral Load ◽  
Seismic Load ◽  
Strong Wind ◽  
Steel Buildings ◽  
High Rise ◽  
Moderate Seismicity

The lateral load-resisting system of high-rise buildings in regions of low and moderate seismicity and strong wind such as the typhoon in the Korean peninsula considers the wind load as the governed lateral force so that the practical structural engineer tends to skip the evaluation against the seismic load. This study is to investigate wind-designed steel diagrid buildings located in these regions and check the possibility of the elastic design of them out. To this end, first, the diagrid high-rise buildings were designed to satisfy the wind serviceability criteria specified in KBC 2016. Then, the response spectrum analyses were performed under various slenderness ratio and wind exposures. The analyses demonstrated the good seismic performance of these wind-designed diagrid high-rise buildings because of the significant over-strength induced by the lateral load-resisting system of high-rise buildings. Also, the analysis results showed that the elastic seismic design process of some diagrid high-rise buildings may be accepted based on slenderness ratios in all wind exposures.

Lateral Load Analysis of a Composite Pile

2018 ◽  
Vol 55 (2) ◽  
pp. 103-109
Author(s):  
A. L. Gotman ◽  
L. Ya. Sokolov
Keyword(s):  
Lateral Load ◽  
Composite Pile ◽  
Load Analysis
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