Volume : 6, Issue : 12, December - 2017
ANALYSIS OF HIGHRISE BUILDING WITH DIFFERENT LATERAL LOAD SYSTEMS USING SAP2000
P. Rahamathulla, S. Sudheer
Abstract :
<p> <span style="font-family: "Times New Roman", serif; font-size: 10pt; text-align: justify;">Efficient</span><span style="font-family: "Times New Roman", serif; font-size: 10pt; text-align: justify;"> </span><span style="font-family: "Times New Roman", serif; font-size: 10pt; text-align: justify;">lateral</span><span style="font-family: "Times New Roman", serif; font-size: 10pt; text-align: justify;"> </span><span style="font-family: "Times New Roman", serif; font-size: 10pt; text-align: justify;">systems,</span><span style="font-family: "Times New Roman", serif; font-size: 10pt; text-align: justify;"> </span><span style="font-family: "Times New Roman", serif; font-size: 10pt; text-align: justify;">decreases</span><span style="font-family: "Times New Roman", serif; font-size: 10pt; text-align: justify;"> </span><span style="font-family: "Times New Roman", serif; font-size: 10pt; text-align: justify;">the</span><span style="font-family: "Times New Roman", serif; font-size: 10pt; text-align: justify;"> </span><span style="font-family: "Times New Roman", serif; font-size: 10pt; text-align: justify;">lateral</span><span style="font-family: "Times New Roman", serif; font-size: 10pt; text-align: justify;"> </span><span style="font-family: "Times New Roman", serif; font-size: 10pt; text-align: justify;">deformations</span><span style="font-family: "Times New Roman", serif; font-size: 10pt; text-align: justify;"> </span><span style="font-family: "Times New Roman", serif; font-size: 10pt; text-align: justify;">caused</span><span style="font-family: "Times New Roman", serif; font-size: 10pt; text-align: justify;"> </span><span style="font-family: "Times New Roman", serif; font-size: 10pt; text-align: justify;">by</span><span style="font-family: "Times New Roman", serif; font-size: 10pt; text-align: justify;"> </span><span style="font-family: "Times New Roman", serif; font-size: 10pt; text-align: justify;">the</span><span style="font-family: "Times New Roman", serif; font-size: 10pt; text-align: justify;"> </span><span style="font-family: "Times New Roman", serif; font-size: 10pt; text-align: justify;">seismic forces</span><span style="font-family: "Times New Roman", serif; font-size: 10pt; text-align: justify;"> </span><span style="font-family: "Times New Roman", serif; font-size: 10pt; text-align: justify;">in</span><span style="font-family: "Times New Roman", serif; font-size: 10pt; text-align: justify;"> </span><span style="font-family: "Times New Roman", serif; font-size: 10pt; text-align: justify;">the</span><span style="font-family: "Times New Roman", serif; font-size: 10pt; text-align: justify;"> </span><span style="font-family: "Times New Roman", serif; font-size: 10pt; text-align: justify;">buildings. The</span><span style="font-family: "Times New Roman", serif; font-size: 10pt; text-align: justify;"> </span><span style="font-family: "Times New Roman", serif; font-size: 10pt; text-align: justify;">distribution of the</span><span style="font-family: "Times New Roman", serif; font-size: 10pt; text-align: justify;"> </span><span style="font-family: "Times New Roman", serif; font-size: 10pt; text-align: justify;">mass symmetrically reduces the</span><span style="font-family: "Times New Roman", serif; font-size: 10pt; text-align: justify;"> </span><span style="font-family: "Times New Roman", serif; font-size: 10pt; text-align: justify;">tensional effect in the building. The lateral system should be symmetrically placed in the building to reduce</span><span style="font-family: "Times New Roman", serif; font-size: 10pt; text-align: justify;"> </span><span style="font-family: "Times New Roman", serif; font-size: 10pt; text-align: justify;">both tensional</span><span style="font-family: "Times New Roman", serif; font-size: 10pt; text-align: justify;"> </span><span style="font-family: "Times New Roman", serif; font-size: 10pt; text-align: justify;">and</span><span style="font-family: "Times New Roman", serif; font-size: 10pt; text-align: justify;"> </span><span style="font-family: "Times New Roman", serif; font-size: 10pt; text-align: justify;">seismic</span><span style="font-family: "Times New Roman", serif; font-size: 10pt; text-align: justify;"> </span><span style="font-family: "Times New Roman", serif; font-size: 10pt; text-align: justify;">forces</span><span style="font-family: "Times New Roman", serif; font-size: 10pt; text-align: justify;"> </span><span style="font-family: "Times New Roman", serif; font-size: 10pt; text-align: justify;">in</span><span style="font-family: "Times New Roman", serif; font-size: 10pt; text-align: justify;"> </span><span style="font-family: "Times New Roman", serif; font-size: 10pt; text-align: justify;">the</span><span style="font-family: "Times New Roman", serif; font-size: 10pt; text-align: justify;"> </span><span style="font-family: "Times New Roman", serif; font-size: 10pt; text-align: justify;">structure.</span><span style="font-family: "Times New Roman", serif; font-size: 10pt; text-align: justify;"> </span><span style="font-family: "Times New Roman", serif; font-size: 10pt; text-align: justify;">The</span><span style="font-family: "Times New Roman", serif; font-size: 10pt; text-align: justify;"> </span><span style="font-family: "Times New Roman", serif; font-size: 10pt; text-align: justify;">type of soil</span><span style="font-family: "Times New Roman", serif; font-size: 10pt; text-align: justify;"> </span><span style="font-family: "Times New Roman", serif; font-size: 10pt; text-align: justify;">also</span><span style="font-family: "Times New Roman", serif; font-size: 10pt; text-align: justify;"> </span><span style="font-family: "Times New Roman", serif; font-size: 10pt; text-align: justify;">has</span><span style="font-family: "Times New Roman", serif; font-size: 10pt; text-align: justify;"> </span><span style="font-family: "Times New Roman", serif; font-size: 10pt; text-align: justify;">more impact on</span><span style="font-family: "Times New Roman", serif; font-size: 10pt; text-align: justify;"> </span><span style="font-family: "Times New Roman", serif; font-size: 10pt; text-align: justify;">lateral deformation</span><span style="font-family: "Times New Roman", serif; font-size: 10pt; text-align: justify;"> </span><span style="font-family: "Times New Roman", serif; font-size: 10pt; text-align: justify;">of the</span><span style="font-family: "Times New Roman", serif; font-size: 10pt; text-align: justify;"> </span><span style="font-family: "Times New Roman", serif; font-size: 10pt; text-align: justify;">structure</span><span style="font-family: "Times New Roman", serif; font-size: 10pt; text-align: justify;"> </span><span style="font-family: "Times New Roman", serif; font-size: 10pt; text-align: justify;">subjected to</span><span style="font-family: "Times New Roman", serif; font-size: 10pt; text-align: justify;"> </span><span style="font-family: "Times New Roman", serif; font-size: 10pt; text-align: justify;">seismic forces.</span><span style="font-family: "Times New Roman", serif; font-size: 10pt; text-align: justify;"> </span><span style="font-family: "Times New Roman", serif; font-size: 10pt; text-align: justify;">The soft</span><span style="font-family: "Times New Roman", serif; font-size: 10pt; text-align: justify;"> </span><span style="font-family: "Times New Roman", serif; font-size: 10pt; text-align: justify;">soils effect is elastic thus reduces the lateral effects compared to Hard rocky soil which is rigid, transfer the seismic effects directly to the structure results in more deflections.</span></p> <p class="MsoNormal"><span style="font-size:10.0pt;mso-bidi-font-size:11.0pt; line-height:115%;font-family:"Times New Roman","serif"">In this work, it is proposed to carry out an analytical study, on multistory building of 35 stories, was carried out accounting for different seismic zones and soil types. The suitability and efficiency of different lateral acing systems that are commonly used and also that of concrete infills were investigated. The different acing systems viz., X -ace, V- ace, inverted V or chevron ace and infills are introduced in these analytical models. These building models are analyzed, using SAP 2000 software.<o:p></o:p></span></p>
Keywords :
Cite This Article:
P.Rahamathulla, S.Sudheer, ANALYSIS OF HIGHRISE BUILDING WITH DIFFERENT LATERAL LOAD SYSTEMS USING SAP2000, GLOBAL JOURNAL FOR RESEARCH ANALYSIS : VOLUME-6, ISSUE-12, DECEMBER-2017


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