Skripsi

ANALISIS KINERJA STRUKTUR DENGAN VARIASI DIMENSI BALOK DAN WILAYAH GEMPA DENGAN METODE ANALISIS PUSHOVER

---

Penilaian

---

Indonesia is one of the countries that is very aggressive in development. Based on data from the Directorate of Housing Development Systems and Strategies, was obtained as of September 2020, there were 433.7 thousand buildings recorded in the system. In the context of planning multi-storey buildings, it is necessary to do good planning so that the resulting structure is able to work optimally. One of the most important aspects is seismic planning on the structure. Through SNI 1726: 2019 concerning the procedures for planning earthquake-resistant structures for building buildings and non-buildings, an optional to withstand the lateral load of earthquakes that occur, namely by using sliding walls (shearwall). The purpose of this study was to analyze and determine the results of comparison of seismic performance levels, plastic joint dispersal patterns and earthquake efficiency in 8-story buildings due to variations in shearwall models in both the direction of the x-axis and the y-axis of the building. The structure analyst was modeled in the SAP 2000 program by the pushover analyst method. The results showed that the displacement at the performance point (performance point) that occurred in the x direction for the structure of the existing model, model 1, model 2 and model 3 was worth 363.53 mm, 308,124 mm, 264,461 mm and 267,541 mm, respectively. While the displacement at the performance point (performance point) that occurs in the y direction for the existing model structure, model 1, model 2 and model 3 are worth 283,233 mm, 199,594 mm, 256,998 mm and 258,103 mm, respectively. On the spread of plastic joints for the entire structure in the immediate occupancy to collapse prevention range. All structures except in the direction x existing models show the performance level (performance level) in the structure with immediate occupancy conditions.

---

Availability

Inventory Code	Barcode	Call Number	Location	Status
2407002470	T143107	T1431072024	Central Library (References)	Available but not for loan - Not for Loan

Detail Information

Series Title

-

Call Number

T1431072024

Publisher

Indralaya : Prodi Teknik Sipil dan Perencanaan, Fakultas Teknik Universitas Sriwijaya., 2024

Collation

xv, 88 hlm.; ilus.; 29 cm

Language

Indonesia

ISBN/ISSN

-

Classification

624.07

Content Type

Text

Media Type

unmediated

Carrier Type

-

Edition

-

Subject(s)

analisis pushover
Prodi Teknik Sipil dan Perencanaan

Specific Detail Info

-

Statement of Responsibility

KA

Other version/related

File Attachment

Comments

---

You must be logged in to post a comment