The paper described the structural behavior of steel Special Moment Resisting Frames (SMRF)
and Stud-Damping Frames (SDF) used in the seismic area. Inelastic and elastic performance
and the structure stiffness for SMRF and SDF will be compared to evaluate the objective of
this paper. The evaluation is conducted by doing numerical model for the proposed model and
doing the time history analysis to obtain the inelastic and elastic response.

Creator(s)

• (B11170135) JEREMY CHANDRA

Contributor(s)

• Po-Chien Hsiao → Advisor 1

Publisher

Universitas Kristen Petra; 2021

Language

English

Category

s1 – Undergraduate Thesis

Sub Category

Skripsi/Undergraduate Thesis

Source

Undergraduate Thesis No. 10012528/SIP/2021; Jeremy Chandra (B11170135)

Subject(s)

• COLUMNS, CONCRETE
• STEEL STRUCTURAL
• STRUCTURAL FRAME-DESIGN AND CONSTRUCTION

File(s)

• jiunkpe-is-s1-2021-b11170135-51023-resisting_frame-cover.pdf
• jiunkpe-is-s1-2021-b11170135-51023-resisting_frame-resource1.pdf