ANALISA DUAL SISTEM PADA STRUKTUR ATAS BANGUNAN EMBARCADERO PARK

RUSMALINA, ENDAH (2019) ANALISA DUAL SISTEM PADA STRUKTUR ATAS BANGUNAN EMBARCADERO PARK. S1 thesis, Universitas Mercu Buana.

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Abstract

Dual System Structure (Dual System) has a high ability to bear the shear force on a combined system between the portal and the shear wall due to the interaction between the two. The interaction occurs because the two systems have different deflection behaviors. Due to lateral loads, the shear wall will behave flexural / bending mode, while the frame will deform in shear mode, thus, the shear force is borne by the frame at the top and the shear wall bears the shear force at the bottom. In the analysis of the structure of the Embarcadero Park building obtained a period of vibrating building structures in a row from Tx and Ty for the existing design is 4.4359 and 4.8937, second design is 5.4226 and 5.5831, third design is 5.7815 and 6.1820. Absorption of lateral forces by frames and walls in the x and y direction respectively for the existing structure is63.18%, 36.82% and 56.81%, 43.19%. Fisrt alternative design is 38.60%, 61.40% and 36.07%, 63.93%. Second alternative design is 74.29, 25.71% dan 92.02%, 7.98%. Struktur Sistem Ganda (Dual System) memiliki kemampuan yang tinggi dalam memikul gaya geser pada sistem gabungan antara portal dengan dinding geser disebabkan adanya interaksi antara keduanya. Interaksi tersebut terjadi karena kedua sistem tersebut mempunyai perilaku defleksi yang berbeda . Akibat beban lateral, dinding geser akan berperilaku flexural/bending mode, sedangkan frame akan berdeformasi dalam shear mode, dengan demikian, gaya geser dipikul oleh frame pada bagian atas dan dinding geser memikul gaya geser pada bagian bawah. Pada analisa struktur atas gedung Embarcadero Park didapatkan periode getar struktur gedung berturut-turut dari Tx dan Ty untuk desain eksisting sebesar 4.4359 dan 4.8937, desain alternative satu sebesar 5.4226 dan 5.5831, serta untuk desain alternative dua sebesar 5.7815 dan 6.1820. Penyerapan gaya lateral oleh frame dan wall berturut-turut arah x dan y untuk struktur eksisting sebesar 63.18%, 36.82% dan 56.81%, 43.19%. Untuk desain alternative satu sebesar 38.60%, 61.40% dan 36.07%, 63.93% dan desain alternative dua sebesar 74.29, 25.71% dan 92.02%, 7.98%.

Item Type:	Thesis (S1)
Call Number CD:	FT/SIP. 19 328
NIM/NIDN Creators:	41113120066
Subjects:	000 Computer Science, Information and General Works/Ilmu Komputer, Informasi, dan Karya Umum > 020 Library and Information Sciences/Perpustakaan dan Ilmu Informasi > 022 Administration of The Physical Plant/Administrasi dan Fisik Perpustakaan > 022.3 Buildings/Bangunan 000 Computer Science, Information and General Works/Ilmu Komputer, Informasi, dan Karya Umum > 060 General Organizations, Foundations, and Museology/Organisasi-organisasi Umum, dan Museologi > 069 Museology (Museum science)/Museologi > 069.2 Museum Management and Use of Physical Plant/Manajemen Museum > 069.22 Planning for Buildings/Merencanakan Bangunan 600 Technology/Teknologi > 620 Engineering and Applied Operations/Ilmu Teknik dan operasi Terapan > 624 Civil Engineering/Teknik Sipil 600 Technology/Teknologi > 690 Buildings/Teknik Bangunan > 690.1-690.9 Standard Subdivisions of Planning, Anaysis, Engineering Design/Subdivisi Standar Dari Perencanaan, Analisa dan Teknik Bangunan > 690.1 Structural Elements/Struktur Bahan Dasar Teknik Bangunan 700 Arts/Seni, Seni Rupa, Kesenian > 720 Architecture/Arsitektur > 725 Public Structures Architecture/Arsitektur Struktur Umum > 725.7 Refreshment Facilities and Park Structures/Arsitektur Fasilitas Refreshing
Divisions:	Fakultas Teknik > Teknik Sipil
Depositing User:	Dede Muksin Lubis
Date Deposited:	25 Mar 2022 04:14
Last Modified:	09 Feb 2023 04:40
URI:	http://repository.mercubuana.ac.id/id/eprint/58820

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