Results 41 to 50 of about 855 (200)

Effect of irregularity on seismic design parameters of RC-infilled structures

Magazine of Civil Engineering, 2021
A four-storey reinforced concrete (RC) building is seismically evaluated with the incorporation of different irregularities. Three model systems have been considered, i.e., model I: (RC-infilled regular frame in X and Y direction), model II: (RC-infilled
Shendkar Mangeshkumar, Beiraghi Hamid, Mandal Sasankasekhar   +2 more
doaj   +1 more source

Effects of Wall‐to‐Floor Interactions on Seismic Response of Platform‐Type CLT Buildings

Earthquake Engineering &Structural Dynamics, EarlyView.
ABSTRACT Platform‐type cross‐laminated timber (CLT) buildings feature discontinuous wall segments supported by CLT floors. In practice, CLT floors are often treated as rigid diaphragm, yet the wall‐to‐floor interactions (WFIs) associated with flexibility of floors remain insufficiently investigated during seismic performance assessment.
Chaoyue Zhang, Yuxin Pan, Jiawei Chen, Huifeng Yang   +3 more
wiley   +1 more source

theoretical overstrength

, 2019
Theoretical overstrength components (modified from Jorissen and Fragiacomo (2011))
Lisa-Mareike Ottenhaus (6449708)
core   +1 more source

Utilizing Gusset Plates as Ductile Beam‐to‐Column Connections to Improve the Behavior of Steel Moment‐Resisting Frames

Engineering Reports, Volume 8, Issue 5, May 2026.
An innovative gusset plate connection, which acts as a rigid connection, was proposed and investigated parametrically and numerically. Also, the required equations to design the system were proposed. Results indicated that the gusset plate yields a ductile fuse while the beam and column remain elastic.
Min Jae Park, Ali Ghamari, Huseyin Hakan Ince   +2 more
wiley   +1 more source

Overstrength from model conservatism

, 2019
Overstrength from conservatism in analytical models and contributing ...
Lisa-Mareike Ottenhaus (6449708)
core   +1 more source

Performance-Based Design Assessment of a Chilean Prescriptive R.C. Shear Wall Building Using Nonlinear Static Analysis

Buildings
Performance-based seismic design (PBD) has emerged as a key approach for rationalizing prescriptive code provisions and improving the explicit assessment of structural performance.
Mario Gutiérrez, Juan C. Vielma-Quintero, Jorge Carvallo, Juan C. Vielma   +3 more
doaj   +1 more source

Tinjauan Nilai Faktor Modifikasi Respon (R) dan Faktor Kuat Lebih (O) pada Struktur Gabungan Rangka Baja dan Rangka Beton Bertulang dengan Analisis Pushover

Jurnal Teknik Sipil, 2016
A significant increasing of the space demand and supported by the applicable regulation especially in the congested areas, give the possibility to extend the building vertically.
Andy Prabowo , Yuskar Lase
doaj   +1 more source

Nonlinear Dynamic Analyses Utilising Macro-Models of Reinforced Concrete Building Structures and Site-Specific Accelerograms

CivilEng, 2023
This paper aims to guide structural engineers on how to apply the rapid nonlinear time history analysis (RNLTHA) procedure effectively to predict seismic demand, taking into account ductility and overstrength, and effects of dynamic phenomena including ...
Prashidha Khatiwada, Yiwei Hu, Nelson Lam, Scott J. Menegon   +3 more
doaj   +1 more source

Behavior of Long‐Slotted Perforated Steel Plate Fuses in Timber Brace End Connections

Earthquake Engineering &Structural Dynamics, Volume 55, Issue 6, Page 1247-1269, May 2026.
ABSTRACT Steel perforated plate fuses have emerged as a promising solution for mass timber seismic force‐resisting systems, offering tunable energy dissipation mechanisms, such as flexural and shear yielding, through geometric adjustments. This study examines the cyclic performance of perforated steel plate fuses employed in timber braced frames, with ...
Yahia Ahmed, Hossein Daneshvar, Ying Hei Chui   +2 more
wiley   +1 more source

Evaluation of Overstrength Factor of Short Links in the Eccentrically Braced Frames (EBFs)

, 2022
The aim of this work is the evaluation of the overstrength factor of short links of eccentrically braced frames. Starting from the experimental tests provided by the scientific literature, after the collection and the cataloging of experimental data, the
Pisapia, A.
core   +1 more source