Results 101 to 110 of about 855 (200)

Optimal Design of Seismic Resistant RC Columns. [PDF]

Materials (Basel), 2020
Foraboschi P.
europepmc   +1 more source

Evaluation of Appropriate Hysteresis Model for Nonlinear Dynamic Analysis of Existing Reinforced Concrete Moment Frames. [PDF]

Materials (Basel), 2021
Son JK, Lee CH.
europepmc   +1 more source

The Realization of Clinker-Reduced, Performance-Based Sustainable Concrete by the Micro-Filler, Eco-Filler Concept. [PDF]

Materials (Basel), 2021
Juhart J, Autischer M, Sakoparnig M, Krüger M.   +3 more
europepmc   +1 more source

Methodical Investigations on Seismic Retrofitting of Steel Plate Shear Wall Systems

Buildings
An efficient retrofitting technique is expected to improve the seismic performance of a lateral force-resisting system without increasing the seismic demand on the structure, which can unfavorably lead to irreparable damages during a seismic event.
Tadeh Zirakian
doaj   +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  

Self-Centering Steel-Timber Hybrid Shear Wall: Experimental Test and Parametric Analysis. [PDF]

Materials (Basel), 2020
Cui Y, Chen F, Li Z, Qian X.
europepmc   +1 more source

Assessment of overstrength factor for seismic design of cross laminated timber structures: research and experimental investigation [PDF]

, 2017
In the perspective of seismic engineering the adoption of Capacity Design principles requires that ductile failure mechanism take place before the failure of brittle members.
Pasca, Dag Pasquale
core  

Evaluasi overstrength factor pada kolom untuk struktur beton bertulang beraturan wilayah 2 peta gempa Indonesia. Studi kasus : bangunan 6 lantai dengan beberapa variasi lebar bentang

, 2009
Perubahan SNI 0328471992 menjadi SNI 0328472002 membawa perubahan pada nilai rasio jumlah momen nominal kolom terhadap balok (overstrength factor) dari sekitar 1,625 menjadi 1,2.
Gunawan, Yohan Prasetyo, Prayogo, Doddy
core  

Numerical Simulations to Predict the Seismic Performance of a 2-Story Steel Moment-Resisting Frame. [PDF]

Materials (Basel), 2020
Tartaglia R, D'Aniello M, Landolfo R.
europepmc   +1 more source

Studi tentang faktor overstrength pada kapasitas lentur penampang balok beton bertulang dengan beton kinerja tinggi dan baja tulangan Indonesia

, 1996
Karena belum tersedianya standar perencanaan struktur beton bertulang kinerja tinggi, sedangkan perilaku beton kinerja tinggi berbeda dengan beton mutu normal maka di dalam Tugas Akhir ini dipelajari tentang sifat-sifat beton kinerja tinggi, khususnya ...
Setiawan, Budi, , Suharwan
core