Implementasi performance based design pada perencanaan bangunan gedung bertingkat banyak = Implementation performance basd design of the multi-story buildings planning

Enrico, Enrico (2012) Implementasi performance based design pada perencanaan bangunan gedung bertingkat banyak = Implementation performance basd design of the multi-story buildings planning. Bachelor thesis, Universitas Pelita Harapan.

[img] Text (Title)
Title.pdf

Download (3MB)
[img] Text (Abstract)
Abstract.pdf

Download (3MB)
[img] Text (ToC)
ToC.pdf

Download (3MB)
[img] Text (Chapter1)
Chapter 1 .pdf
Restricted to Registered users only

Download (1MB)
[img] Text (Chapter2)
Chapter 2.pdf
Restricted to Registered users only

Download (3MB)
[img] Text (Chapter3)
Chapter 3.pdf
Restricted to Registered users only

Download (3MB)
[img] Text (Chapter4)
Chapter 4.pdf
Restricted to Registered users only

Download (3MB)
[img] Text (Chapter5)
Chapter 5.pdf
Restricted to Registered users only

Download (325kB)
[img] Text (Bibliography)
Bibliography.pdf

Download (200kB)
[img] Text (Appendices)
Appendices.pdf
Restricted to Repository staff only

Download (2MB)
[img] Text (Publication-Agreement)
Publication-Agreement.pdf

Download (366kB)

Abstract

Indonesia merupakan daerah yang rawan akan gempa, tercatat pada beberapa daerah pernah mengalami gempa yang cukup besar yaitu di Aceh (26 Des 2004 dengan skala 9.1 ) yang disertai tsunami, di pulau Nias (28 Mar 2005 dengan skala 8.7 ), Yogyakarta (27 Mei 2006 dengan skala 5.9 ), di Padang (6 Mar 2007 dengan skala 6.4 ) dan yang paling terbaru di Bali (13 Oktober 2011 dengan skala 6.8 ). Dari data – data yang diperoleh dapat disimpulkan bahwa perencanan bangunan tahan gempa menjadi hal yang sangat penting. Perencanaan bangunan tahan gempa yang telah dilakukan adalah analisa elastis linear dengan pendetailan yang baik, dimana hal ini telah teruji selama bertahun – tahun. Analisa secara elastis linear adalah analisa dengan beban yang telah didefinisikan dikalikan faktor beban. Hasil perencanaan elastis linear adalah pendekatan yang berdasarkan prediksi secara statistik, sehingga perilaku dari struktur tidak terdefinisi secara nonlinear sepenuhnya. Pengunaan metode pendekatan berdasarkan statistik ini dilakukan hal ini dikarenakan tingkat kesulitan yang cukup tinggi untuk dapat menganalisa suatu struktur secara nonlinear dengan perhitungan yang ada, sehingga selama ini kondisi non linear struktur diantisipasi dengan perhitungan ultimate dari analisa elastis linear dan pendetailan yang baik, oleh karena itu diperlukan analisa yang mampu memprediksi perilaku nonlinear dari struktur. Pada perkembangan terbaru untuk perencanaan bangunan tahan gempa diperkenalkan suatu konsep dari ATC-40 (1996) dan FEMA-356 (2000) yaitu perencanaan berdasarkan analisa inelastis nonlinear yang dicocokkan dengan kurva respons spektrum untuk mengetahui kinerja suatu struktur, dimana hal ini dikenal dengan perencanaan berbasis kinerja. Dengan perencanaan berbasis kinerja, akan dapat diketahui perilaku inelastis suatu struktur saat mengalami suatu beban tertentu sesuai kapasitas yang mampu ditahannya. Pada karya tulis ini akan dibahas mengenai parameter yang menunjang perencanaan berbasis kinerja, dimana penggunaan dan penempatan hinge yang tepat akan menghasilkan analisa yang baik. Pada penerapan analisa beban dorong untuk perencanaan berbasis kinerja, hasil gaya gesernya ditentukan juga oleh chord rotation, hal ini dapat terlihat pada kurva bilinear yang ada pada proses permodelan hinge / Indonesia is an area prone to earthquake, denoted by some massive earthquake happened in Aceh (December 26, 2004 the scale of 9.1 ) and is accompanied by the tsunami, in Nias (March 28, 2005 the scale 8.7 ), in Yogyakarta (May 27, 2006 the scale 5.9 ), earthquake in Padang (March 6, 2007 the scale 6.4 ), and recently happen in Bali (October 13, 2011 the scale 6.4) . From this situation has concluded that the design of earthquake resistant building becomes very important. Until recently, the design of earthquake resistant building has been done using linear elastic analysis with good etching has worked for years. Linear elastic analysis is defined as an analysis using load factor multiplied to the design load. The results of linear elastic planning is an approach based on statistical predictions, so that the behavior of a nonlinear structure is not fully defined. Used of the methods based on statistical approaches is done, because of the difficulty level is high to be able to analyze a nonlinear structure in the existing calculation. Until now the condition of nonlinear structure are anticipated with ultimate calculation of linear elastic analysis and a good etching, therefore necessary analysis capable of predicting the nonlinear behavior of structures. In the latest developments for the design of earthquake-resistant buildings has introduced a concept of ATC-40 (1996) and FEMA-356 (2000), in which design based on analysis of the nonlinear inelastic matched with curves of response spectra to determine the performance of a structure, which is known as Performance Based Seismic Design. With Performance Based Seismic Design, the inelastic behavior of a structure with a particular load in its capacity will be detactable. In this paper will discuss the parameters that support performance-based design, where the use and placement of the right hinge will produce good analysis. The application of analysis pushover for performance-based design, the result of based shear reaction is determined also by the chord rotation, this can be seen in the bilinear curves that exist in modeling of hinge.

Item Type: Thesis (Bachelor)
Creators:
CreatorsNIMEmail
Enrico, EnricoUNSPECIFIEDUNSPECIFIED
Contributors:
ContributionContributorsNIDN/NIDKEmail
Thesis advisorDewobroto, WiryantoUNSPECIFIEDUNSPECIFIED
Uncontrolled Keywords: gempa ; elastis linear ; inelastis nonlinear ; perencanaan berbasis kinerja
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
Divisions: University Subject > Current > Faculty/School - UPH Karawaci > Faculty of Science and Technology > Civil Engineering
Current > Faculty/School - UPH Karawaci > Faculty of Science and Technology > Civil Engineering
Depositing User: Ms Monica Putri Damayanti
Date Deposited: 23 Oct 2018 09:07
Last Modified: 27 Feb 2019 04:33
URI: http://repository.uph.edu/id/eprint/1975

Actions (login required)

View Item View Item