Results 211 to 220 of about 945,119 (285)

Structural Effects of Vertical Non‐Skeletal Elements (NSEs) With Rocking Mechanisms

Earthquake Engineering &Structural Dynamics, EarlyView.
ABSTRACT This paper introduces the structural effects provided by vertical non‐skeletal elements (NSEs), such as claddings and partitions, with vertical slotted holes at their supports to enable rocking as the frame undergoes significant lateral deformation.
Zheng Luo, Gregory A. MacRae, Chin‐Long Lee   +2 more
wiley   +1 more source

CryoEM and computational modeling structural insights into the pH regulator NBCn1. [PDF]

Nat Commun
Wang W, R Zhekova H, Tsirulnikov K, Dwadasi BS, Aparicio EG, Azimov R, Abuladze N, Kao L, Acuna D, Tieleman DP, Zhou ZH, Pushkin A, Kurtz I.   +12 more
europepmc   +1 more source

Numerical Simulations of 5‐Story Building Using Wood Light‐Frame Shear Walls and Post‐Tensioned Cross‐Laminated Timber Rocking Wall Dual Systems

Earthquake Engineering &Structural Dynamics, EarlyView.
ABSTRACT This study explores the seismic performance of a five‐story prototype building using different configurations of a dual lateral force‐resisting system (LFRS) combining post‐tensioned cross‐laminated timber rocking walls (PT‐CLT‐RW) with conventional wood light‐frame shear walls (LiFS).
Ruben Jerves, Adam R. Phillips
wiley   +1 more source

Characterization of Membrane Binding and Protein-Lipid Interactions at the Atomic Level with an Accelerated HMMM Model. [PDF]

Methods Mol Biol
Hasdemir HS, Li Y, Kelich P, Wen PC, Tajkhorshid E.   +4 more
europepmc   +1 more source

Deteriorated Hysteresis Behavior of Reinforced Concrete Bridge Columns With Lap‐Spliced Circular Hoop Reinforcement

Earthquake Engineering &Structural Dynamics, EarlyView.
ABSTRACT Five lap‐spliced circular hoop (CH) concrete bridge columns, designed in accordance with the current Japanese bridge design code and Taiwan bridge design practice, were tested in this study to investigate the effects of longitudinal reinforcement and aspect ratios on deteriorated hysteresis behavior.
Ping‐Hsiung Wang, Cheng‐Yu Huang, Chiao‐Chu Tseng   +2 more
wiley   +1 more source

Full-length SARS-CoV-2 envelope protein adopts an interfacial topology in lipid bilayers. [PDF]

Biochim Biophys Acta Biomembr
Morris AK, Wardrip L, Sahu ID, Lorigan GA.   +3 more
europepmc   +1 more source

A Three‐Parameter Continuum Timoshenko Beam Framework for Evaluating Higher‐Mode Effects in High‐Rise Buildings With Rotational and Translational Base Flexibility

Earthquake Engineering &Structural Dynamics, EarlyView.
ABSTRACT Higher‐mode effects can significantly amplify seismic demands in high‐rise buildings, causing unintended damage over the building height. Engineered mechanisms are introduced at the base of these structures to mitigate higher‐mode effects. Existing continuum formulations for base‐flexible buildings commonly idealize the superstructure as a ...
Mohammad Hossein Asadi Jafari, Jianhui Zhou, Fei Tong   +2 more
wiley   +1 more source

Automated Metrics for the Diagnosis of Instability Between the 2nd and 7th Cervical Vertebrae. [PDF]

Bioengineering (Basel)
Hipp J, Reitman C, Chaput C, Gornet M, Grieco T.   +4 more
europepmc   +1 more source

Study on Roof‐Control Technology for Gob‐Side Entry Retaining Under Composite Roofs

Energy Science &Engineering, EarlyView.
This study develops a roof‐control technology system for gob‐side entry retaining under composite roofs. By integrating field measurements, theoretical analysis, and numerical simulation, it reveals the spatiotemporal evolution of the plastic zone and proposes a targeted support method, providing theoretical and practical guidance for safe and ...
Dong Li, Yujiang Zhang, Yunlou Du, Haodong Zheng, Baoji Yang   +4 more
wiley   +1 more source

Large-scale protein conformational transitions revealed by weighted ensemble simulations and EPR. [PDF]

Chem Sci
Palit S, Yang DT, Bogetti X, Bogetti AT, Wood O, Saxena S, Chong LT.   +6 more
europepmc   +1 more source