Earthquake Response Analysis of Tall Reinforced Concrete Chimneys considering Eccentricity

<div>Moment distribution along the length of the uniform beam at <svg height="11.2824pt" id="M152" style="vertical-align:-0.2063999pt" version="1.1" viewbox="-0.0498162 -11.076 4.54925 11.2824" width="4.54925pt" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink"><rect height="0.65243" width="4.44962" x="0" y="-10.3737"></rect><g transform="matrix(.013,0,0,-0.013,0,0)"><path d="M324 430H196L233 583L223 592L145 529L120 430H54L29 396L31 388H111L56 126C33 15 54 -12 77 -12C137 -12 214 57 250 95L233 119C208 92 155 59 138 59C126 59 120 70 131 125L186 390L298 394L324 430Z"></path></g></svg> = 7.0554.</div>

Shock and Vibration

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Figure 5

Figure 5: Earthquake Response Analysis of Tall Reinforced Concrete Chimneys considering Eccentricity 