Results 91 to 100 of about 442 (179)

Evaluasi overstrength factor kolom untuk SRPMK menururt SNI 03-2847-2002 studi kasus: bangunan 5 bentang wilayah 6 peta gempa Indonesia

, 2007
SNI 03-2847-2002 diterbitkan untuk menggantikan SNI 03-2847-1992 dengan disertai beberapa perubahan. Salah satu perubahan yang cukup signifikan adalah pada faktor pembesaran jumlah momen nominal kolom terhadap jumlah momen nominal balok (overstrength ...
S, Stephanus Rudolf, Kusardi, Erick Kristanto   +1 more
core  

PROBABILISTIC ANALYSIS OF FLEXURAL OVERSTRENGTH FACTOR FOR SEISMICALLY DESIGNED REINFORCED CONCRETE BEAMS AND COLUMNS

Proceedings of International Structural Engineering and Construction
The study presented here aims to address some issues related to seismic design of structures, with special focus on the probabilistic modelling of reinforced concrete (RC) cross-sections capacity. It aims to validate the overstrength factors provided in Eurocode 8 for the design RC beams and columns.
Andrea Natali Zarate, David Tsz Lung, Alexis Ivan Andrade, Tito Oswaldo Castillo   +3 more
openaire   +1 more source

Biological and Mechanical Factors and Epigenetic Regulation Involved in Tendon Healing. [PDF]

Stem Cells Int, 2023
Li ZJ, Yang QQ, Zhou YL.
europepmc   +1 more source

Evaluation of seismic parameters of intermediate concrete moment-resisting frames by Ibarra-Krawinkler method [PDF]

مهندسی و مدیریت ساخت
The purpose of this project was to evaluate the values of the seismic parameters proposed by the codes for reinforced concrete buildings with a lateral bearing system of the intermediate moment-resisting frame. For this purpose, 3 concrete frames of 3, 6
Iman Hakamian
doaj  

Seismic Performance of Reinforced Concrete Non-Prismatic Columns

Journal of Engineering
This paper investigates the potential enhancement of the seismic performance of reinforced concrete square columns by modifying their geometry from prismatic to non-prismatic, while maintaining the same volume.
Jabbar Abdalaali Kadhim, Salah R. Al.Zaidee , Hayder Amer Al-Baghdadi   +2 more
doaj   +1 more source

Evaluasi overstrength factor pada kolom untuk struktur beton bertulang beraturan wilayah 6 peta gempa Indonesia. Studi kasus : bangunan 6 lantai dengan beberapa variasi lebar bentang

, 2009
Untuk menjamin sistem keruntuhan bangunan yang aman seperti yang ditentukan dalam SNI 03-1726-02 yaitu side sway mechanism disyaratkan sendi plastis hanya dapat terjadi pada ujung-ujung balok dan pada kaki kolom lantai dasar.
Sanusi, Harry Pratapa, Hartono, Edi
core  

Accounting for overstrength in seismic design of steel structures

, 1998
Observations during many earthquakes have shown that building structures are able to sustain without damage earthquake forces considerably larger than those they were designed for.
M A Rahgozar, J L Humar
core   +1 more source

Ultimate Limit State Reliability-Based Approach Life Prediction of an Existing Frame Structure Under Seismic Hazard in Indonesia

Journal of Materials Exploration and Findings
Life assessment integrated with Structural Integrity Management (SIM) has been implemented in the oil and gas industry for the past decade to maintain the integrity and safety of an in-service structure used to support hydrocarbon exploration, production,
Wira Herucakra, Luh Putri Adnyani
doaj   +1 more source

Evaluasi overstrength factor kolom beton SRPMK menurut SNI 03-2847-2002 studi kasus: bangunan dengan coakan sudut 40% di wilayah 6 peta gempa Indonesia

, 2008
Peraturan Beton Indonesia yang baru, SNI 03-2847-2002, telah diterbitkan untuk menggantikan SNI 03-2847-1992 yang disertai dengan beberapa perubahan. Salah satu perubahan yang signifikan adalah pada faktor pembesaran jumlah momen nominal kolom terhadap ...
Nondolesmono, Nathaniel, S, Bernardinus Hendra   +1 more
core  

Assessment of response reduction factor of RC buildings in Kathmandu Valley using non-linear pushover analysis [PDF]

, 2010
Master of Engineering in EarthquakeThis study addresses the issue of response reduction factor which is used in modern codes to scale down the elastic response of the structure.
Chaulagain, Hemchandra
core