Results 181 to 190 of about 5,389 (263)

Pendulum column with inclined negative stiffness as a novel hybrid seismic isolation mechanism integrated into soil with pile-like characteristics. [PDF]

Sci Rep
Azizi A, Barghian M.
europepmc   +1 more source

Profiling Protein‐Peptide Interactions by Yeast Surface Display

Current Protocols, Volume 6, Issue 8, August 2026.
Abstract Protein‐peptide interactions are central to many biological processes and form the basis for many techniques in basic research and therapeutic discovery. A common research challenge is to identify specific peptide ligands or binding motifs where no initial hit is known. Here we describe a protocol for discovering protein‐binding peptides using
Joseph D. Hurley, Andrew C. Kruse
wiley   +1 more source

A numerical appraisal of the 'fault-valve' model of origin of lode-type gold deposits. [PDF]

Sci Rep
Bhuyan S, Panigrahi MK.
europepmc   +1 more source

Strategic Risk Assessment of High‐Speed Rail Development in India Using an Integrated SWOT–Fuzzy DEMATEL Framework

Engineering Reports, Volume 8, Issue 8, August 2026.
High‐speed rail projects involve complex technical, financial, environmental, and regulatory challenges. This study proposes an integrated SWOT–Fuzzy DEMATEL framework to systematically identify and analyze the interactions among strategic factors affecting HSR development in India.
Sathvik Sharath Chandra, Hemmanahalli Suresh Raghavendra Prajwal, Abdelazim Ibrahim, Akilu Yunusa‐Kaltungo, Rukaiyatu Mohammed Jungudo   +4 more
wiley   +1 more source

A comprehensive geotechnical and geophysical assessment of the foundation sublayers in egypt's new administrative capital. [PDF]

Sci Rep
Abed MA, Othman AAA, Shebl S, Zayed M, Farag MH.   +4 more
europepmc   +1 more source

Evaluation of the Adequacy of Design Specifications for Nonstructural Components in a Reticular Structure

Earthquake Engineering &Structural Dynamics, Volume 55, Issue 10, Page 2132-2150, August 2026.
ABSTRACT Nonstructural components (NSCs) installed in large‐span reticular structures were frequently severely damaged during earthquakes, even when the primary structure remained intact. Existing seismic design specifications for NSCs were predominantly developed for upright structures such as multi‐storey buildings and offer no guidance for reticular
Xudong Zhi, Fengze Li, Duozhi Wang, Nawawi Chouw, Rong Zhang, Bo Huang, Feng Fan   +6 more
wiley   +1 more source

A Robust Self-Powered Triboelectric Sensor for Risk Mitigation in Seismic Scenarios: IoT Communication and Dimensional Monitoring. [PDF]

ACS Omega
Sánchez Del Río Sáez J, Vázquez-López A, Pozo Benavides JE, López Laguna A, Andolfi M, Cascón R, Olalla FS, Paramio S, Ballesteros Y, Cruz C, Martínez V, Jiménez JL, Benito Bravo Monge J, Ao X, Wang DY.   +14 more
europepmc   +1 more source

Full‐scale Shaking Table Tests on a 10‐story Steel Moment‐resisting Frame Building with Buckling‐restrained Braces

Earthquake Engineering &Structural Dynamics, Volume 55, Issue 10, Page 2356-2378, August 2026.
ABSTRACT In February 2023, a comprehensive series of shaking table tests were conducted at the E‐Defense facility, the world's largest three‐dimensional earthquake simulator, on a full‐scale 10‐story steel moment‐resisting frame supplemented with BRBs.
Jun Fujiwara, Jialiang Jin, Jionghui Li, Tianhao Yan, Ryota Nishi, Akiko Kishida, Koichi Kajiwara, Takuya Nagae, Taichiro Okazaki, Tatsuya Asai   +9 more
wiley   +1 more source

A comparative study of modified performance based plastic design methods for seismic design of RC frames: improvement over existing methods. [PDF]

Sci Rep
Vyas R, Sharma R, Emani VV, Batah A, Shirkol AI, Kaushik Gondaliya, Ansari A, Alluqmani AE, Mandhaniya P, Rani V, Rc B.   +10 more
europepmc   +1 more source

Comparison of Seismic Performance Assessment Using Observed or Simulated Ground Motions in Seismic Hazard Analysis and Ground Motion Selection

Earthquake Engineering &Structural Dynamics, Volume 55, Issue 10, Page 2449-2465, August 2026.
ABSTRACT This paper illustrates opportunities for the use of simulated ground motions in seismic performance assessment – from seismic hazard, ground‐motion selection, response history analysis, and seismic demand hazard calculation. The illustration is through a comparative analysis with the conventional alternative of observed ground motions.
Vahid Loghman, Brendon A. Bradley, Claudio Schill   +2 more
wiley   +1 more source