Analysis of G+6 Earthquake Resistant Building using Staad Pro

被引：0

作者：

Gupta, Aastha ^{[1
]}

Laddha, Neal ^{[1
]}

Chandak, Purti ^{[1
]}

Modak, Shreyasi ^{[1
]}

Pachpor, P. D. ^{[2
]}

机构：

[1] Shri Ramdeobaba Coll Engn & Management, Civil Engn, Nagpur 440013, Maharashtra, India

[2] Shri Ramdeobaba Coll Engn & Management, Dept Civil Engn, Nagpur 440013, Maharashtra, India

来源：

INTERNATIONAL JOURNAL OF EARLY CHILDHOOD SPECIAL EDUCATION | 2022年 / 14卷 / 03期

关键词：

RCC framed structure; earthquake analysis; base shear; equivalent static analysis;

D O I：

10.9756/INT-JECSE/V14I3.301

中图分类号：

G76 [特殊教育];

学科分类号：

040109 ;

摘要：

Earthquakes are one of the Earth's most destructive forces - "The seismic waves throughout the ground can destroy buildings, take lives, and cost tremendous amounts of money for loss and repair." In this paper a G+6 existing RCC framed structure has been analysed and designed using STAAD Pro V8i. The building is designed as per IS 1893(Part 1):2002 for earthquake forces in different seismic zones. The dead load & live loads are applied and the design for beams, columns, footing is obtained. The main purpose of the project is to compare and analyze the variation of maximum shear force, maximum bending moment, and maximum deflection in different seismic zones.

引用

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页码：2513 / 2520

页数：8

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