A Simple Approach to Static Analysis of Tall Buildings with a Combined Tube-in-tube and Outrigger-belt Truss System Subjected to Lateral Loading

2012 ◽  
Vol 25 (3 (A)) ◽  
pp. 289-300 ◽  
Author(s):  
M. R. Jahanshahi ◽  
Keyword(s):  
Static Analysis ◽  
Tall Buildings ◽  
Simple Approach ◽  
Lateral Loading

A generalized method for estimating drifts and drift components of tall buildings under lateral loading

2019 ◽  
Vol 29 (2) ◽  
Author(s):  
Hong‐Song Hu ◽  
Rui‐Tao Wang ◽  
Zi‐Xiong Guo ◽  
Bahram M. Shahrooz
Keyword(s):  
Tall Buildings ◽  
Lateral Loading

A simple mathematical model for static analysis of tall buildings with two outrigger-belt truss systems

2011 ◽  
Vol 40 (1) ◽  
pp. 65-84 ◽  
Author(s):  
Reza Rahgozar ◽  
Ali Reza Ahmadi ◽  
Omid Hosseini ◽  
Mohsen Malekinejad
Keyword(s):  
Mathematical Model ◽  
Static Analysis ◽  
Tall Buildings ◽  
Simple Mathematical Model

Effect of variation of the loading direction on the displacement accumulation of large-diameter piles under cyclic lateral loading in sand

2014 ◽  
Vol 51 (10) ◽  
pp. 1196-1206 ◽  
Author(s):  
Christina Rudolph ◽  
Britta Bienen ◽  
Jürgen Grabe
Keyword(s):  
Large Diameter ◽  
Offshore Structures ◽  
Simple Approach ◽  
Lateral Loading ◽  
Small Scale ◽  
Centrifuge Test ◽  
Test Results ◽  
Loading Direction ◽  
Stress Levels ◽  
Transverse Movement

Foundation piles supporting offshore structures experience cyclic lateral loading arising from waves and wind, which are not typically uni-directional over the lifetime of the structure. This paper presents results from centrifuge experiments in sand, representing a large diameter prototype tested at stress levels similar to the field subjected to cyclic lateral loading from varying directions. The results demonstrate increased deformation accumulation due to the changing loading direction, compared to the uni-directional case. Displacement accumulation is not limited to the main loading direction but includes transverse movement as well. Similar trends were observed in small-scale 1g modelling that allowed a larger number of load cycles to be applied. The centrifuge test results provide confidence of the applicability of the findings to the prototype. Current methods that neglect the effect of variation of the loading direction will provide predictions of displacement accumulation of piles that are un-conservative. Therefore, a simple approach is proposed here to estimate the augmentation of displacement accumulation due to variation in loading direction compared to the uni-directional case.

Enhanced nonlinear static analysis with the drift pushover procedure for tall buildings

2016 ◽  
Vol 14 (11) ◽  
pp. 3025-3046 ◽  
Author(s):  
Farhad Behnamfar ◽  
Sayed Mehdi Taherian ◽  
Arash Sahraei
Keyword(s):  
Static Analysis ◽  
Tall Buildings ◽  
Nonlinear Static Analysis ◽  
Nonlinear Static

Static Analysis of Tall Buildings Using Member-Groups

1975 ◽  
Vol 101 (10) ◽  
pp. 2189-2192
Author(s):  
David J. Harman ◽  
William H. Walker
Keyword(s):  
Static Analysis ◽  
Tall Buildings
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