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FIBER

I Bagus Gede Baskara, I Nyoman Aribudiman, A.A.Ketut Ngurah Tjerita ........................... 1

I Kadek Edy Wira Suryawan, I. N. Widana Negara , A.A.N.A. Jaya Wikrama ..................... 10

I Ketut Sudarsana, Ida Bagus Dharma Giri, Putu Didik Sulistiana .................................... 18

Intan Puspita Ardi, I Nyoman Norken, dan Gusti Ngurah Kerta Arsana ............................. 29

A.A. Ngurah Agung Angga Pradhana, Made Sukrawa, Ida Bagus Dharma Giri ................. 36

Putu Yudhya Pratama, I Gusti Raka Purbanto, I Wayan Suweda ........................................ 45

Gede Arya Wibawa, Made Sukrawa, I Nyoman Sutarja ....................................................... 54

Indasari Rambu Lubu, Dewa Made Priyantha Wedagama dan Putu Alit Suthanaya .......... 63

Made Adhi Krisnawan, I Putu Dharma Warsika, Mayun Nadiasa ....................................... 69

I Ketut Sudarsana, Ida Bagus Dharma Giri, Putu Didik Sulistiana .................................... 18

REJECT I Wayan Gunawan, I Nyoman Arya Thanaya, I Gusti Raka Purbanto ................................. 78

..................................................... 88

............................................................................................................ 89

¹Dosen Jurusan Teknik Sipil, Fakultas Teknik Universitas Udayana, Denpasar²Alumni Jurusan Teknik Sipil, Fakultas Teknik Universitas Udayana, Denpasar

E-mail: ksudarsana@civil.unud.ac.id

shear wall

TOWARDS PERFORMANCE STEEL FRAME REGULAR BUILDING

Abstract: Performance of a structure against earthquake loads depends on the structural system used in thebuilding. This research was done to compare the performances of lateral load resisting system used in low tomedium rise steel frame regular building. The analysis was done for four and ten storey regular building. Foreach storey, there are three models to be investigated with variation on structural system namely Special MomentFrame (SMF), Excentric Brace Frame (EBF) and Dual System (Shear Wall). All models have equal gravity loadsand are designed conforming to the Indonesia standard namely SNI 2847-2013, SNI 03-1729-2002, SNI 1726(2012). Structural performance analysis were done using static non-linear pushover analysis. The analysis resultshows that shear wall system has the highest base shear. The base shear of the four storey building is respectively1164.63 kN; 8402.88 kN; 4576.70 kN for shear wal, EBF and SMF system. For building model of 10-floors, thebase shear is 16793.63 kN; 11122.53 kN; dan 5157.38 kN respectively for shear wall, EBF and SMF system. Theshear wall systems show the best performance was indicated by the smallest displacement value. The lateraldisplacement of the 4 storey building are 3.46mm, 6.47 mm and 19.11 mm respectively for shear wall, EBF andSMF system. For 10 storey building the lateral displacement are 851.42 mm, 235.54 mm, 187.56 mm for shearwall, EBF and SMF respectively. Duckyility of SMF system is the highest between 4 and 10 storey building. Theductility of the SMF system is 4.65 and 4.77 for 4 and 10 storey building respectively. For the EBF and shear wallsystem, the ductility is 3.06 and 3.25; 2.67 and 2.84, respectively for four and ten storey building.

Keywords: performance, pushover analysis, steel frame, SMF, EBF, shear wall

SRDG

K-Splitlink beam

link beam

I Ketut Sudarsana, Ida Bagus Dharma Giri, Putu Didik Sulistiana

defaultLink

defaultlink

shell elementmulti spring

rigidzone factor

rigid zonefactor

Equivalent Mathematical Model

section designer frame sections

Mathematical Model of a Frame-Wall Structure

Pushoverpushover

pushoverdisplacement

pushover

Origin Point Yield PointImmediate Occupancy

Life SafetyCollapse

Prevention UltimatePoint Residual Point

Failure Point

I Ketut Sudarsana, Ida Bagus Dharma Giri, Putu Didik Sulistiana

Pushoverpushover

pushover,

collapse

Pushoverpushover

pushover

strength

I Ketut Sudarsana, Ida Bagus Dharma Giri, Putu Didik Sulistiana

Performance Point,

Performancepoint

life safetyperformance point

Performance Point

I Ketut Sudarsana, Ida Bagus Dharma Giri, Putu Didik Sulistiana

pushover

I Ketut Sudarsana, Ida Bagus Dharma Giri, Putu Didik Sulistiana

Improvement of Nonlinear Static SeismicAnalysis Procedures

Design of Reinforced ConcreteSystems with Frames and Shear Walls

Analisis Pushover StrukturRangka Bresing V-Terbalik EksentrikDengan Panjang Link Bervariasi.

NonlinearSeismic Analysis and Design of ReinforcedConcrete Buildings

Evaluation of Shear andFlexural Deformations of Flexural TypeShear Walls

Perbandingan kinerja DindingGeser Dengan Beberapa Teknik Pemodelan.

,

Tata CaraPerencanaan Ketahanan Gempa UntukStruktur Bangunan Gedung dan NonGedung SNI 03-1726-2012

Lateral Load Analysis Of ShearWall-Frame Structures.